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\title{Effect of Seismic Load on Column Forces in RC Structures by Response Spectrum Analysis}
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             \author[1]{Mahdi  Hosseini}

             \affil[1]{  Nanjing Forestry University, Nanjing, Jiangsu, China, 210037}

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\date{\small \em Received: 1 January 1970 Accepted: 1 January 1970 Published: 1 January 1970}

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\begin{abstract}
        


In the present research work 30 story building with different type of RC Shear wall at the center in concrete frame structure with fixed support conditions under different type of soil for high seismic zone are analyzed.This paper aims to study the effect of seismic load on column forces in different type of RC shear walls in concrete frame structures under different type of soil condition and different load combination. Estimation of column forces such as; column axial force, column moment, column shear force, column torsion, time period and frequency and modal load participation ratios is carried out. In dynamic analysis; Response Spectrum method is used. It was found that the axial force and moment in the column increases when the type of soil changes from hard to medium and medium to soft. Since the column moment increase as the soil type changes, soil structure interaction must be suitably considered while designing frames for seismic force.

\end{abstract}


\keywords{seismic load, linear dynamics analysis, column forces, high seismic zone.}

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\section[{I. Introduction a) Structural Systems}]{I. Introduction a) Structural Systems}\par
n the earliest structures at the beginning of the 20th century, structural members were assumed to carry primarily the gravity loads. Today, however, by the advances in structural design/systems and highstrength materials, building height is increased, which necessitates taking into consideration mainly the lateral loads such as wind and earthquake. Understandably, especially for the tall buildings, as the slenderness, and so the flexibility increases, buildings suffer from the lateral loads resulting from wind and earthquake more and more. As a general rule, when other things being equal, the taller the building, the more necessary it is to identify the proper structural system for resisting the lateral loads. Currently, there are many structural systems that can be used for the lateral resistance of tall buildings \hyperref[b1]{[2,}\hyperref[b2]{3]}.\par
Structural systems of tall buildings can be divided into two broad categories: interior structures and exterior structures.\par
This classification is based on the distribution of the components of the primary lateral load-resisting system over the building. 
\section[{b) Shear Wall Structure}]{b) Shear Wall Structure}\par
Shear Wall-Frame Systems (Dual Systems), The system consists of reinforced concrete frames interacting with reinforced concrete shear walls are adequate for resisting both the vertical and the horizontal loads acting on them. 
\section[{c) Necessity of Shear Walls}]{c) Necessity of Shear Walls}\par
Shear wall system has two distinct advantages over a frame system.\par
? It provides adequate strength to resist large lateral loads with-out excessive additional cost.\par
? It provides adequate stiffness to resist lateral displacements to permissible limits, thus reducing risk of non-structural damage. 
\section[{d) Seismic Load}]{d) Seismic Load}\par
The seismic weight of building is the sum of seismic weight of all the floors \hyperref[b7]{[8]}. The seismic weight of each floor is its full dead load plus appropriate amount of imposed load, the latter being that part of the imposed loads that may reasonably be expected to be attached to the structure at the time of earthquake shaking. Earthquake forces experienced by a building result from ground motions (accelerations) which are also fluctuating or dynamic in nature, in fact they reverse direction somewhat chaotically \hyperref[b1]{[2,}\hyperref[b2]{3]}. In theory and practice, the lateral force that a building experiences from an earthquake increases in direct proportion with the acceleration of ground motion at the building site and the mass of the building. As the ground accelerates back and forth during an earthquake it imparts backand-forth (cyclic) forces to a building through its foundation which is forced to move with the ground \hyperref[b0]{[1]}. 
\section[{e) Geo-Technical Consideration}]{e) Geo-Technical Consideration}\par
The seismic motion that reaches a structure on the surface of the earth is influenced by local soil conditions. The subsurface soil layers underlying the building foundation may amplify the response of the building to earthquake motions originating in the bedrock. 
\section[{Bearing Capacity of Foundation Soil}]{Bearing Capacity of Foundation Soil}\par
Three soil types are considered here: I. Hard -Those soils, which have an allowable bearing capacity of more than 10t/m2. II. Medium -Those soils, which have an allowable bearing capacity less than or equal to 10t/m2.\par
III. Soft -Those soils, which are liable to large differential settlement or liquefaction during an earthquake.\par
The allowable bearing pressure shall be determined in accordance with IS: 1888-1982 load test (Revision 1992). a) To understand and evaluation building structures and aims to the effect of Seismic load on column Forces in Different Type of RC Shear Walls in Concrete Frame Structures under Different Type of Soil Condition with seismic loading. b) Modeling a G+29 story high building for five different cases \hyperref[b8]{[9]}\hyperref[b9]{[10]}\hyperref[b10]{[11]}. c) Analyzing the building dynamic analysis using linear, i.e. Response Spectrum Analysis \hyperref[b0]{[1]}\hyperref[b1]{[2]}\hyperref[b2]{[3]}. d) Analyzing the results and arriving at conclusions. 
\section[{a) Dynamic Analysis}]{a) Dynamic Analysis}\par
Dynamic analysis may be executed to get the design seismic force, and its spread in different levels through the height of the building, and also various lateral load resisting element  {\ref [1-2-3,8]}. 
\section[{b) Response Spectrum Method}]{b) Response Spectrum Method}\par
This method is executed to design spectrum, where as it is specified with a code for specific-site design can be used for a project site for the purposes of dynamic of steel and reinforce concrete buildings, the values of damping for building may be taken as 2 and 5 percent of the critical, respectively. response spectrum method is typically implemented in linear elastic procedures and also very much easier to use. This also called as or mode superposition method or model method, It also made on the idea of the superposition of responses given by the building through various modes of vibrations, each vibration modes is recorded as with its own particular deformed shape, with its own modal damping and its own frequency \hyperref[b6]{[7,}\hyperref[b7]{8]}. 
\section[{a) Details of the Building}]{a) Details of the Building}\par
A symmetrical building[15] of plan 38.5m X 35.5m located with location in high Seismic zone considered. Four bays of length 7.5m \& one bays of length 8.5m along X -direction and four bays of length 7.5m \& one bays of length 5.5m along Y -direction are provided. Shear is provided the center inner core of model building.\par
Struct I: G+29 story'stall building with Plus shape RC shear wall at the center of structure. Struct II: G+29 story'stall building with Box shape RC shear wall at the center of structure. Struct III: G+29 story'stall building with C-shape RC shear wall at the center of structure.\par
Struct IV: G+29 story'stall building with E-shape RC shear wall at the center of structure. Struct V: G+29 story'stall building with I-shape RC shear wall at the center of structure. 
\section[{b) Load Combinations}]{b) Load Combinations}\par
As per IS 1893 (Part 1): 2002 Clause no. 6.3.1.2, the following load cases have to be considered for analysis: "1.2 (DL + IL ± EL)" "1.5 (DL ± EL)" "EQXP\&EQYP" Earthquake load must be considered for +X, -X, +Y and -Y Directions \hyperref[b4]{[5]}\hyperref[b5]{[6]}\hyperref[b6]{[7]}.    EQXP \& EQYP in different type of soil conditions (soft, medium and hard) were considered, in this regard we compared all column forces in different type of soil condition of structures II, III, IV, V with structure I (plus shape shear wall), also compared forces in hard and medium soils with soft soil for all five structures.                                     
\section[{a) Discussion on Results}]{a) Discussion on Results}\par
When a structure is subjected to earthquake, it responds by vibrating. An example force can be resolved into three mutually perpendicular directionstwo horizontal directions (X and Y directions) and the vertical direction (Z) \hyperref[b7]{[8]}. This motion causes the structure to vibrate or shake in all three directions; the predominant direction of shaking is horizontal. All the structures are primarily designed for gravity loads-force equal to mass time's gravity in the vertical direction. Vertical acceleration should also be considered in structures with large spans those in which stability for design, or for overall stability analysis of structures. The basic intent of design theory for earthquake resistant structures is that buildings should be able to resist minor earthquakes without damage, resist moderate earthquakes without structural damage but with some non-structural damage. To avoid collapse during a major earthquake, Members must be ductile enough to absorb and dissipate energy by post elastic deformation. Redundancy in the structural system permits redistribution of internal forces in the event of the failure of key elements. When the primary element or system yields or fails, the lateral force can be redistributed to a secondary system to prevent progressive failure.\par
When a structure is subjected to an earthquake excitation, it interacts with the foundation and the soil, and thus changes the motion of the ground \hyperref[b1]{[2,}\hyperref[b7]{8]}. This means that the movement of the whole ground-structure system is influenced by the type of soil as well as by the type of structure. Understanding of soil structure interaction will enable the designer to design structures that will behave better during an earthquake.\par
From the above results and discussions, following conclusions can be drawn:\par
? The shear wall and it is position has a significant influenced on the time period, the time period is not influenced by the type of soil, in tall building with box shape Shear Walls is showing the low time period which shows a very significant performance. ? Shear is effected marginally by placing of the shear wall, grouping of shear wall and type of soil. The shear is increased by adding shear wall due to increase the seismic weight of the building. ? The Axial force and Moment in the column increases when the type of soil changes from hard to medium and medium to soft. Since the column moment increase as the soil type changes, soil structure interaction must be suitably considered while designing frames for seismic force. ? It is evident that the maximum column axial force is various with type of soil and placing of the shear wall. ? It is evident that the maximum column shear force in X-direction is influenced by the type of soil and placing of the shear wall. ? It is evident that the maximum column shear force in Y-direction has no influence on the type of soil and placing shear wall. ? It is evident that the maximum column torsion is same for all columns in a structure, but is influenced by the type of soil and placing shear wall. ? It is evident that the maximum column moment in Xdirection has no influence on the type of soil and placing shear wall. ? It is evident that the maximum column moment in Ydirection is influenced by the type of soil and placing of shear wall. ? It is evident that the results from1.2 (DL + IL ± EL) combination load is closed to the 1.5 (DL + EL) and there is no more difference between these combination load. ? Based on the analysis and discussion, shear wall are very much suitable for resisting earthquake induced lateral forces in multistoried structural systems when compared to multistoried structural systems whit out shear walls. They can be made to behave in a ductile manner by adopting proper detailing techniques. ? According to IS-1893:2002 the number of modes to be used in the analysis should be such that the total sum of modal masses of all modes considered is at least 90 percent of the total seismic mass. Here the maximum mass is for the tall building with box shape RC shear wall. ? ETABS is the robust software which is utilized foranalyzing any kind of multi building structures.\begin{figure}[htbp]
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 \begin{figure}[htbp]
\noindent\textbf{1} \par 
\begin{longtable}{P{0.03078575813382443\textwidth}P{0.05009208103130755\textwidth}P{0.007305095150399018\textwidth}P{0.16853898096992018\textwidth}P{0.048004910988336404\textwidth}P{0.10801104972375691\textwidth}P{0.10905463474524248\textwidth}P{0.11009821976672805\textwidth}P{0.10905463474524248\textwidth}P{0.10905463474524248\textwidth}}
\tabcellsep \multicolumn{3}{l}{Column Axial Force, P in Soft Soil}\tabcellsep \tabcellsep Struct I\tabcellsep Struct II\tabcellsep Struct III\tabcellsep Struct IV\tabcellsep Struct V\\
Story\tabcellsep "Column"\tabcellsep "Unique -Name"\tabcellsep "Load Case-Combo"\tabcellsep "Station"m\tabcellsep "P"\tabcellsep "P"\tabcellsep "P"\tabcellsep "P"\tabcellsep "P"\\
1ST\tabcellsep C34\tabcellsep \tabcellsep 1.2(DL+LL+EQXP)\tabcellsep 0\tabcellsep -24171.0618\tabcellsep -24285.0493\tabcellsep -24629.8602\tabcellsep -24381.5444\tabcellsep -24398.1773\\
1ST\tabcellsep C34\tabcellsep \tabcellsep 1.2(DL+LL+EQXP)\tabcellsep 1.45\tabcellsep -24103.093\tabcellsep -24217.0806\tabcellsep -24561.8915\tabcellsep -24313.5757\tabcellsep -24330.2086\\
1ST\tabcellsep C34\tabcellsep \tabcellsep 1.2(DL+LL+EQXP)\tabcellsep 2.9\tabcellsep -24035.1243\tabcellsep -24149.1118\tabcellsep -24493.9227\tabcellsep -24245.6069\tabcellsep -24262.2398\\
1ST\tabcellsep C34\tabcellsep \tabcellsep 1.2(DL+LL+EQYP)\tabcellsep 0\tabcellsep -23630.6382\tabcellsep -23276.1711\tabcellsep -23447.6424\tabcellsep -23345.1752\tabcellsep -23441.1649\\
1ST\tabcellsep C34\tabcellsep \tabcellsep 1.2(DL+LL+EQYP)\tabcellsep 1.45\tabcellsep -23562.6694\tabcellsep -23208.2023\tabcellsep -23379.6736\tabcellsep -23277.2065\tabcellsep -23373.1961\\
1ST\tabcellsep C34\tabcellsep \tabcellsep 1.2(DL+LL+EQYP)\tabcellsep 2.9\tabcellsep -23494.7007\tabcellsep -23140.2336\tabcellsep -23311.7049\tabcellsep -23209.2377\tabcellsep -23305.2274\\
\tabcellsep \tabcellsep \tabcellsep \multicolumn{4}{l}{Column Axial Force, P in Medium Soil}\tabcellsep \tabcellsep \tabcellsep \\
1ST\tabcellsep C34\tabcellsep \tabcellsep 1.2(DL+LL+EQXP)\tabcellsep 0\tabcellsep -24937.4993\tabcellsep -25121.0698\tabcellsep -25571.6279\tabcellsep -25446.3503\tabcellsep -25240.6514\\
1ST\tabcellsep C34\tabcellsep \tabcellsep 1.2(DL+LL+EQXP)\tabcellsep 1.45\tabcellsep -24869.5305\tabcellsep -25053.1011\tabcellsep -25503.6591\tabcellsep -25378.3816\tabcellsep -25172.6826\\
1ST\tabcellsep C34\tabcellsep \tabcellsep 1.2(DL+LL+EQXP)\tabcellsep 2.9\tabcellsep -24801.5618\tabcellsep -24985.1323\tabcellsep -25435.6904\tabcellsep -25310.4128\tabcellsep -25104.7139\\
1ST\tabcellsep C34\tabcellsep \tabcellsep 1.2(DL+LL+EQYP)\tabcellsep 0\tabcellsep -24202.5232\tabcellsep -23748.9954\tabcellsep -23963.8116\tabcellsep -23949.6572\tabcellsep -23939.1144\\
1ST\tabcellsep C34\tabcellsep \tabcellsep 1.2(DL+LL+EQYP)\tabcellsep 1.45\tabcellsep -24134.5545\tabcellsep -23681.0267\tabcellsep -23895.8428\tabcellsep -23881.6884\tabcellsep -23871.1456\\
1ST\tabcellsep C34\tabcellsep \tabcellsep 1.2(DL+LL+EQYP)\tabcellsep 2.9\tabcellsep -24066.5857\tabcellsep -23613.0579\tabcellsep -23827.8741\tabcellsep -23813.7197\tabcellsep -23803.1769\\
\tabcellsep \tabcellsep \tabcellsep \tabcellsep \multicolumn{3}{l}{Column Axial Force, P in Hard Soil}\tabcellsep \tabcellsep \tabcellsep \\
1ST\tabcellsep C34\tabcellsep \tabcellsep 1.2(DL+LL+EQXP)\tabcellsep 0\tabcellsep -25597.4871\tabcellsep -25840.9764\tabcellsep -26382.5944\tabcellsep -26235.5482\tabcellsep -25966.1151\\
1ST\tabcellsep C34\tabcellsep \tabcellsep 1.2(DL+LL+EQXP)\tabcellsep 1.45\tabcellsep -25529.5184\tabcellsep -25773.0076\tabcellsep -26314.6257\tabcellsep -26167.5794\tabcellsep -25898.1464\\
1ST\tabcellsep C34\tabcellsep \tabcellsep 1.2(DL+LL+EQXP)\tabcellsep 2.9\tabcellsep -25461.5496\tabcellsep -25705.0389\tabcellsep -26246.6569\tabcellsep -26099.6107\tabcellsep -25830.1776\\
1ST\tabcellsep C34\tabcellsep \tabcellsep 1.2(DL+LL+EQYP)\tabcellsep 0\tabcellsep -24694.9798\tabcellsep -24156.1497\tabcellsep -24408.2906\tabcellsep -24397.697\tabcellsep -24367.9043\\
1ST\tabcellsep C34\tabcellsep \tabcellsep 1.2(DL+LL+EQYP)\tabcellsep 1.45\tabcellsep -24627.011\tabcellsep -24088.181\tabcellsep -24340.3219\tabcellsep -24329.7283\tabcellsep -24299.9355\\
1ST\tabcellsep C34\tabcellsep \tabcellsep 1.2(DL+LL+EQYP)\tabcellsep 2.9\tabcellsep -24559.0423\tabcellsep -24020.2122\tabcellsep -24272.3531\tabcellsep -24261.7595\tabcellsep -24231.9668\end{longtable} \par
 
\caption{\label{tab_0}Table 1 :}\end{figure}
 \begin{figure}[htbp]
\noindent\textbf{2} \par 
\begin{longtable}{P{0.02626782884310618\textwidth}P{0.03030903328050713\textwidth}P{0.1330229793977813\textwidth}P{0.019532488114104594\textwidth}P{0.08318145800316956\textwidth}P{0.06129160063391442\textwidth}P{0.06566957210776544\textwidth}P{0.06129160063391442\textwidth}P{0.06364896988906497\textwidth}P{0.06331220285261491\textwidth}P{0.06263866877971473\textwidth}P{0.06331220285261491\textwidth}P{0.059270998415213945\textwidth}P{0.05725039619651347\textwidth}}
\tabcellsep \tabcellsep \multicolumn{12}{l}{Moment, M for structures with the load combination 1.2 (DL+LL+EQXP) \&1.2 (DL+LL+EQYP), All}\\
\tabcellsep \tabcellsep \tabcellsep \tabcellsep \tabcellsep \tabcellsep \multicolumn{2}{l}{value in "kN-m"}\tabcellsep \tabcellsep \tabcellsep \tabcellsep \tabcellsep \tabcellsep \\
\tabcellsep \multicolumn{3}{l}{Column Moment, M in Soft Soil}\tabcellsep Struct I\tabcellsep Struct I\tabcellsep Struct II\tabcellsep Struct II\tabcellsep Struct III\tabcellsep Struct III\tabcellsep Struct IV\tabcellsep Struct IV\tabcellsep Struct V\tabcellsep Struct V\\
Sto ry\tabcellsep Colu mn\tabcellsep Load bo Case/Com\tabcellsep Stati m on\tabcellsep "M2"\tabcellsep "M3"\tabcellsep "M2"\tabcellsep "M3"\tabcellsep "M2"\tabcellsep "M3"\tabcellsep "M2"\tabcellsep "M3"\tabcellsep "M2"\tabcellsep "M3"\\
1S T\tabcellsep C34\tabcellsep 1.2(DL+LL+ EQXP)\tabcellsep 0\tabcellsep -244.01 18\tabcellsep 979.47 15\tabcellsep -171.67 74\tabcellsep 1061.1 112\tabcellsep -251.86 41\tabcellsep 1421.2 435\tabcellsep -239.99 22\tabcellsep 1271.7 973\tabcellsep -249.77 58\tabcellsep 971.72 83\\
1S T\tabcellsep C34\tabcellsep 1.2(DL+LL+ EQXP)\tabcellsep 1.45\tabcellsep -146.26 84\tabcellsep 805.69 93\tabcellsep -84.416 8\tabcellsep 912.71 96\tabcellsep -151.39 27\tabcellsep 1219.8 181\tabcellsep -142.18 6\tabcellsep 1095.4 925\tabcellsep -150.87 48\tabcellsep 826.99 06\\
1S T\tabcellsep C34\tabcellsep 1.2(DL+LL+ EQXP)\tabcellsep 2.9\tabcellsep -48.525 1\tabcellsep 631.92 71\tabcellsep 2.8438\tabcellsep 764.32 8\tabcellsep -50.921 3\tabcellsep 1018.3 927\tabcellsep -44.379 9\tabcellsep 919.18 78\tabcellsep -51.973 8\tabcellsep 682.25 29\\
1S T\tabcellsep C34\tabcellsep 1.2(DL+LL+ EQYP)\tabcellsep 0\tabcellsep 1727.5 733\tabcellsep -24.707 5\tabcellsep 1026.4 07\tabcellsep -134.63 53\tabcellsep 1218.6 199\tabcellsep -173.18 54\tabcellsep 1153.6 344\tabcellsep -157.40 43\tabcellsep 1174.9 664\tabcellsep -74.852 3\\
1S T\tabcellsep C34\tabcellsep 1.2(DL+LL+ EQYP)\tabcellsep 1.45\tabcellsep 1393.6 416\tabcellsep -70.519 4\tabcellsep 893.97 23\tabcellsep -94.628\tabcellsep 1027.4 053\tabcellsep -112.27 58\tabcellsep 974.88 51\tabcellsep -107.00 72\tabcellsep 954.74 75\tabcellsep -81.408 3\\
1S T\tabcellsep C34\tabcellsep 1.2(DL+LL+ EQYP)\tabcellsep 2.9\tabcellsep 1059.7 1\tabcellsep -116.33 13\tabcellsep 761.53 75\tabcellsep -54.620 7\tabcellsep 836.19 07\tabcellsep -51.366 3\tabcellsep 796.13 58\tabcellsep -56.610 1\tabcellsep 734.52 87\tabcellsep -87.964 4\\
\tabcellsep \tabcellsep \tabcellsep \tabcellsep \multicolumn{5}{l}{Column Moment, M in Medium Soil}\tabcellsep \tabcellsep \tabcellsep \tabcellsep \tabcellsep \\
1S T\tabcellsep C34\tabcellsep 1.2(DL+LL+ EQXP)\tabcellsep 0\tabcellsep -312.52 42\tabcellsep 1329.5 266\tabcellsep -216.79\tabcellsep 1461.8 423\tabcellsep -325.85 38\tabcellsep 1958.0 803\tabcellsep -325.92 7\tabcellsep 1862.7 469\tabcellsep -322.56 99\tabcellsep 1328.7 543\\
1S T\tabcellsep C34\tabcellsep 1.2(DL+LL+ EQXP)\tabcellsep 1.45\tabcellsep -197.67 08\tabcellsep 1112.7 719\tabcellsep -115.99 39\tabcellsep 1264.1 942\tabcellsep -207.08 2\tabcellsep 1683.6 228\tabcellsep -206.75 27\tabcellsep 1610.8 77\tabcellsep -205.97 96\tabcellsep 1142.9 081\\
1S T\tabcellsep C34\tabcellsep 1.2(DL+LL+ EQXP)\tabcellsep 2.9\tabcellsep -82.817 5\tabcellsep 896.01 72\tabcellsep -15.197 8\tabcellsep 1066.5 461\tabcellsep -88.310 2\tabcellsep 1409.1 652\tabcellsep -87.578 5\tabcellsep 1359.0 072\tabcellsep -89.389 3\tabcellsep 957.06 19\\
1S T\tabcellsep C34\tabcellsep 1.2(DL+LL+ EQYP)\tabcellsep 0\tabcellsep 2368.8 316\tabcellsep -36.156 8\tabcellsep 1412.6 049\tabcellsep -164.37 29\tabcellsep 1674.0 045\tabcellsep -210.34 29\tabcellsep 1686.2 828\tabcellsep -200.78 17\tabcellsep 1615.0 795\tabcellsep -94.595 2\\
1S T\tabcellsep C34\tabcellsep 1.2(DL+LL+ EQYP)\tabcellsep 1.45\tabcellsep 1896.6 069\tabcellsep -78.885 5\tabcellsep 1214.6 153\tabcellsep -105.79 85\tabcellsep 1396.0 833\tabcellsep -128.02 5\tabcellsep 1406.1 652\tabcellsep -125.34 18\tabcellsep 1297.6 668\tabcellsep -92.514 4\\
1S T\tabcellsep C34\tabcellsep 1.2(DL+LL+ EQYP)\tabcellsep 2.9\tabcellsep 1424.3 822\tabcellsep -121.61 42\tabcellsep 1016.6 256\tabcellsep -47.224 2\tabcellsep 1118.1 621\tabcellsep -45.707\tabcellsep 1126.0 477\tabcellsep -49.901 9\tabcellsep 980.25 41\tabcellsep -90.433 6\\
\tabcellsep \tabcellsep \tabcellsep \tabcellsep \multicolumn{5}{l}{Column Moment, M in Hard Soil}\tabcellsep \tabcellsep \tabcellsep \tabcellsep \tabcellsep \\
1S T\tabcellsep C34\tabcellsep 1.2(DL+LL+ EQXP)\tabcellsep 0\tabcellsep -371.52 09\tabcellsep 1630.9 629\tabcellsep -255.63 69\tabcellsep 1806.9 164\tabcellsep -389.56 71\tabcellsep 2420.3 565\tabcellsep -389.65 26\tabcellsep 2300.9 465\tabcellsep -385.25 37\tabcellsep 1636.1 935\\
1S T\tabcellsep C34\tabcellsep 1.2(DL+LL+ EQXP)\tabcellsep 1.45\tabcellsep -241.93 4\tabcellsep 1377.1 956\tabcellsep -143.18 53\tabcellsep 1566.8 529\tabcellsep -255.03 67\tabcellsep 2083.0 102\tabcellsep -254.63 2\tabcellsep 1993.0 377\tabcellsep -253.43 1\tabcellsep 1414.9 482\\
1S T\tabcellsep C34\tabcellsep 1.2(DL+LL+ EQXP)\tabcellsep 2.9\tabcellsep -112.34 71\tabcellsep 1123.4 282\tabcellsep -30.733 6\tabcellsep 1326.7 894\tabcellsep -120.50 62\tabcellsep 1745.6 638\tabcellsep -119.61 13\tabcellsep 1685.1 289\tabcellsep -121.60 82\tabcellsep 1193.7 03\\
1S T\tabcellsep C34\tabcellsep 1.2(DL+LL+ EQYP)\tabcellsep 0\tabcellsep 2921.0 262\tabcellsep -46.015 9\tabcellsep 1745.1 642\tabcellsep -189.98 02\tabcellsep 2066.1 412\tabcellsep -242.33 97\tabcellsep 2081.2 226\tabcellsep -232.94 53\tabcellsep 1994.0 659\tabcellsep -111.59 61\\
1S T\tabcellsep C34\tabcellsep 1.2(DL+LL+ EQYP)\tabcellsep 1.45\tabcellsep 2329.7 158\tabcellsep -86.089 7\tabcellsep 1490.7 245\tabcellsep -115.41 76\tabcellsep 1713.5 56\tabcellsep -141.58 67\tabcellsep 1725.9 364\tabcellsep -138.93 69\tabcellsep 1592.9 584\tabcellsep -102.07 8\\
1S T\tabcellsep C34\tabcellsep 1.2(DL+LL+ EQYP)\tabcellsep 2.9\tabcellsep 1738.4 055\tabcellsep -126.16 34\tabcellsep 1236.2 848\tabcellsep -40.855\tabcellsep 1360.9 708\tabcellsep -40.833 8\tabcellsep 1370.6 502\tabcellsep -44.928 5\tabcellsep \tabcellsep \end{longtable} \par
 
\caption{\label{tab_1}Table 2 :}\end{figure}
 \begin{figure}[htbp]
\noindent\textbf{3} \par 
\begin{longtable}{P{0.04675\textwidth}P{0.012395833333333333\textwidth}P{0.03647916666666667\textwidth}P{0.10766666666666667\textwidth}P{0.020541666666666666\textwidth}P{0.07685416666666667\textwidth}P{0.06622916666666666\textwidth}P{0.05985416666666667\textwidth}P{0.06091666666666667\textwidth}P{0.06127083333333333\textwidth}P{0.06233333333333333\textwidth}P{0.06197916666666667\textwidth}P{0.06091666666666667\textwidth}P{0.0541875\textwidth}P{0.06162499999999999\textwidth}}
\tabcellsep \tabcellsep \multicolumn{13}{l}{Shear, V for structures with the load combination 1.2 (DL+LL+EQXP) \& 1.2 (DL+LL+EQYP), All}\\
\tabcellsep \tabcellsep \tabcellsep \tabcellsep \tabcellsep \tabcellsep \multicolumn{3}{l}{value in "KN"}\tabcellsep \tabcellsep \tabcellsep \tabcellsep \tabcellsep \tabcellsep \\
\tabcellsep \multicolumn{4}{l}{Column Shear, V in Soft Soil}\tabcellsep Struct I\tabcellsep Struct I\tabcellsep Struct II\tabcellsep Struct II\tabcellsep Struct III\tabcellsep Struct III\tabcellsep Struct IV\tabcellsep Struct IV\tabcellsep Struct V\tabcellsep Struct V\\
Sto ry\tabcellsep Colu mn\tabcellsep Uniq ue Name\tabcellsep Load Case/Comb o\tabcellsep Stati on m\tabcellsep "V2"\tabcellsep "V3"\tabcellsep "V2"\tabcellsep "V3"\tabcellsep "V2"\tabcellsep "V3"\tabcellsep "V2"\tabcellsep "V3"\tabcellsep "V2"\tabcellsep "V3"\\
\multicolumn{2}{l}{1ST C34}\tabcellsep \tabcellsep 1.2(DL+LL+ EQXP)\tabcellsep 0\tabcellsep 119.8 429\tabcellsep -67.40 92\tabcellsep 102.3 39\tabcellsep -60.17 98\tabcellsep 138.9 141\tabcellsep -69.29 06\tabcellsep 121.5 895\tabcellsep -67.45 25\tabcellsep 99.81 91\tabcellsep -68.20 76\\
\multicolumn{2}{l}{1ST C34}\tabcellsep \tabcellsep 1.2(DL+LL+ EQXP)\tabcellsep 1.45\tabcellsep 119.8 429\tabcellsep -67.40 92\tabcellsep 102.3 39\tabcellsep -60.17 98\tabcellsep 138.9 141\tabcellsep -69.29 06\tabcellsep 121.5 895\tabcellsep -67.45 25\tabcellsep 99.81 91\tabcellsep -68.20 76\\
\multicolumn{2}{l}{1ST C34}\tabcellsep \tabcellsep 1.2(DL+LL+ EQXP)\tabcellsep 2.9\tabcellsep 119.8 429\tabcellsep -67.40 92\tabcellsep 102.3 39\tabcellsep -60.17 98\tabcellsep 138.9 141\tabcellsep -69.29 06\tabcellsep 121.5 895\tabcellsep -67.45 25\tabcellsep 99.81 91\tabcellsep -68.20 76\\
\multicolumn{2}{l}{1ST C34}\tabcellsep \tabcellsep 1.2(DL+LL+ EQYP)\tabcellsep 0\tabcellsep 31.59 44\tabcellsep 230.2 977\tabcellsep -27.59 12\tabcellsep 91.33 43\tabcellsep -42.00 66\tabcellsep 131.8 722\tabcellsep -34.75 66\tabcellsep 123.2 754\tabcellsep 4.521 4\tabcellsep 151.8 751\\
\multicolumn{2}{l}{1ST C34}\tabcellsep \tabcellsep 1.2(DL+LL+ EQYP)\tabcellsep 1.45\tabcellsep 31.59 44\tabcellsep 230.2 977\tabcellsep -27.59 12\tabcellsep 91.33 43\tabcellsep -42.00 66\tabcellsep 131.8 722\tabcellsep -34.75 66\tabcellsep 123.2 754\tabcellsep 4.521 4\tabcellsep 151.8 751\\
\multicolumn{2}{l}{1ST C34}\tabcellsep \tabcellsep 1.2(DL+LL+ EQYP)\tabcellsep 2.9\tabcellsep 31.59 44\tabcellsep 230.2 977\tabcellsep -27.59 12\tabcellsep 91.33 43\tabcellsep -42.00 66\tabcellsep 131.8 722\tabcellsep -34.75 66\tabcellsep 123.2 754\tabcellsep 4.521 4\tabcellsep 151.8 751\\
\tabcellsep \tabcellsep \tabcellsep \tabcellsep \tabcellsep \multicolumn{5}{l}{Column Shear, V in Medium Soil}\tabcellsep \tabcellsep \tabcellsep \tabcellsep \tabcellsep \\
\multicolumn{2}{l}{1ST C34}\tabcellsep \tabcellsep 1.2(DL+LL+ EQXP)\tabcellsep 0\tabcellsep 149.4 86\tabcellsep -79.20 92\tabcellsep 136.3 091\tabcellsep -69.51 45\tabcellsep 189.2 811\tabcellsep -81.91 16\tabcellsep 173.7 034\tabcellsep -82.18 92\tabcellsep 128.1 698\tabcellsep -80.40 71\\
\multicolumn{2}{l}{1ST C34}\tabcellsep \tabcellsep 1.2(DL+LL+ EQXP)\tabcellsep 1.45\tabcellsep 149.4 86\tabcellsep -79.20 92\tabcellsep 136.3 091\tabcellsep -69.51 45\tabcellsep 189.2 811\tabcellsep -81.91 16\tabcellsep 173.7 034\tabcellsep -82.18 92\tabcellsep 128.1 698\tabcellsep -80.40 71\\
\multicolumn{2}{l}{1ST C34}\tabcellsep \tabcellsep 1.2(DL+LL+ EQXP)\tabcellsep 2.9\tabcellsep 149.4 86\tabcellsep -79.20 92\tabcellsep 136.3 091\tabcellsep -69.51 45\tabcellsep 189.2 811\tabcellsep -81.91 16\tabcellsep 173.7 034\tabcellsep -82.18 92\tabcellsep 128.1 698\tabcellsep -80.40 71\\
\multicolumn{2}{l}{1ST C34}\tabcellsep \tabcellsep 1.2(DL+LL+ EQYP)\tabcellsep 0\tabcellsep 29.46 81\tabcellsep 325.6 722\tabcellsep -40.39 61\tabcellsep 136.5 446\tabcellsep -56.77 1\tabcellsep 191.6 698\tabcellsep -52.02 75\tabcellsep 193.1 845\tabcellsep -1.435\tabcellsep 218.9 053\\
\multicolumn{2}{l}{1ST C34}\tabcellsep \tabcellsep 1.2(DL+LL+ EQYP)\tabcellsep 1.45\tabcellsep 29.46 81\tabcellsep 325.6 722\tabcellsep -40.39 61\tabcellsep 136.5 446\tabcellsep -56.77 1\tabcellsep 191.6 698\tabcellsep -52.02 75\tabcellsep 193.1 845\tabcellsep -1.435\tabcellsep 218.9 053\\
\multicolumn{2}{l}{1ST C34}\tabcellsep \tabcellsep 1.2(DL+LL+ EQYP)\tabcellsep 2.9\tabcellsep 29.46 81\tabcellsep 325.6 722\tabcellsep -40.39 61\tabcellsep 136.5 446\tabcellsep -56.77 1\tabcellsep 191.6 698\tabcellsep -52.02 75\tabcellsep 193.1 845\tabcellsep -1.435\tabcellsep 218.9 053\\
\tabcellsep \tabcellsep \tabcellsep \tabcellsep \tabcellsep \multicolumn{4}{l}{Column Shear, V in Hard Soil}\tabcellsep \tabcellsep \tabcellsep \tabcellsep \tabcellsep \tabcellsep \\
\multicolumn{2}{l}{1ST C34}\tabcellsep \tabcellsep 1.2(DL+LL+ EQXP)\tabcellsep 0\tabcellsep 175.0 12\tabcellsep -89.37 03\tabcellsep 165.5 61\tabcellsep -77.55 28\tabcellsep 232.6 527\tabcellsep -92.77 96\tabcellsep 212.3 509\tabcellsep -93.11 77\tabcellsep 152.5 829\tabcellsep -90.91 22\\
\multicolumn{2}{l}{1ST C34}\tabcellsep \tabcellsep 1.2(DL+LL+ EQXP)\tabcellsep 1.45\tabcellsep 175.0 12\tabcellsep -89.37 03\tabcellsep 165.5 61\tabcellsep -77.55 28\tabcellsep 232.6 527\tabcellsep -92.77 96\tabcellsep 212.3 509\tabcellsep -93.11 77\tabcellsep 152.5 829\tabcellsep -90.91 22\\
\multicolumn{2}{l}{1ST C34}\tabcellsep \tabcellsep 1.2(DL+LL+ EQXP)\tabcellsep 2.9\tabcellsep 175.0 12\tabcellsep -89.37 03\tabcellsep 165.5 61\tabcellsep -77.55 28\tabcellsep 232.6 527\tabcellsep -92.77 96\tabcellsep 212.3 509\tabcellsep -93.11 77\tabcellsep 152.5 829\tabcellsep -90.91 22\\
\multicolumn{2}{l}{1ST C34}\tabcellsep \tabcellsep 1.2(DL+LL+ EQYP)\tabcellsep 0\tabcellsep 27.63 71\tabcellsep 407.8 002\tabcellsep -51.42 25\tabcellsep 175.4 757\tabcellsep -69.48 48\tabcellsep 243.1 622\tabcellsep -64.83 34\tabcellsep 245.0 25\tabcellsep -6.564 2\tabcellsep 276.6 258\\
\multicolumn{2}{l}{1ST C34}\tabcellsep \tabcellsep 1.2(DL+LL+ EQYP)\tabcellsep 1.45\tabcellsep 27.63 71\tabcellsep 407.8 002\tabcellsep -51.42 25\tabcellsep 175.4 757\tabcellsep -69.48 48\tabcellsep 243.1 622\tabcellsep -64.83 34\tabcellsep 245.0 25\tabcellsep -6.564 2\tabcellsep 276.6 258\\
\multicolumn{2}{l}{1ST C34}\tabcellsep \tabcellsep 1.2(DL+LL+ EQYP)\tabcellsep 2.9\tabcellsep 27.63 71\tabcellsep 407.8 002\tabcellsep -51.42 25\tabcellsep 175.4 757\tabcellsep -69.48 48\tabcellsep 243.1 622\tabcellsep -64.83 34\tabcellsep 245.0 25\tabcellsep -6.564 2\tabcellsep 276.6 258\end{longtable} \par
 
\begin{quote}
© 2023 Global Journ als Global Journal of Researches in Engineering ( ) E Volume Xx XIII Issue III V ersion I\end{quote}

\caption{\label{tab_2}Table 3 :}\end{figure}
 \begin{figure}[htbp]
\noindent\textbf{4} \par 
\begin{longtable}{P{0.03807896735003796\textwidth}P{0.040015186028853456\textwidth}P{0.05098709187547456\textwidth}P{0.18523158694001518\textwidth}P{0.0774487471526196\textwidth}P{0.09422930903568717\textwidth}P{0.094874715261959\textwidth}P{0.09358390280941534\textwidth}P{0.08906605922551253\textwidth}P{0.08648443432042521\textwidth}}
\tabcellsep \tabcellsep \multicolumn{2}{l}{Column Torsion, T in Soft Soil}\tabcellsep \tabcellsep Struct I\tabcellsep Struct II\tabcellsep Struct III\tabcellsep Struct IV\tabcellsep Struct V\\
Story\tabcellsep "Column"\tabcellsep "Unique-Name"\tabcellsep "Load Case-Combo"\tabcellsep "Station"m\tabcellsep "T"\tabcellsep "T"\tabcellsep "T"\tabcellsep "T"\tabcellsep "T"\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep 1.2(DL+LL+EQXP)\tabcellsep 0\tabcellsep -41.6175\tabcellsep -29.3334\tabcellsep -44.901\tabcellsep -42.3525\tabcellsep -43.8436\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep 1.2(DL+LL+EQXP)\tabcellsep 1.45\tabcellsep -41.6175\tabcellsep -29.3334\tabcellsep -44.901\tabcellsep -42.3525\tabcellsep -43.8436\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep 1.2(DL+LL+EQXP)\tabcellsep 2.9\tabcellsep -41.6175\tabcellsep -29.3334\tabcellsep -44.901\tabcellsep -42.3525\tabcellsep -43.8436\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep 1.2(DL+LL+EQYP)\tabcellsep 0\tabcellsep 45.3145\tabcellsep 31.9525\tabcellsep 48.8724\tabcellsep 46.1375\tabcellsep 48.5638\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep 1.2(DL+LL+EQYP)\tabcellsep 1.45\tabcellsep 45.3145\tabcellsep 31.9525\tabcellsep 48.8724\tabcellsep 46.1375\tabcellsep 48.5638\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep 1.2(DL+LL+EQYP)\tabcellsep 2.9\tabcellsep 45.3145\tabcellsep 31.9525\tabcellsep 48.8724\tabcellsep 46.1375\tabcellsep 48.5638\\
\tabcellsep \tabcellsep \tabcellsep \tabcellsep \multicolumn{2}{l}{Column Torsion, T in Medium Soil}\tabcellsep \tabcellsep \tabcellsep \tabcellsep \\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep 1.2(DL+LL+EQXP)\tabcellsep 0\tabcellsep -56.5981\tabcellsep -39.8539\tabcellsep -61.0208\tabcellsep -61.1008\tabcellsep -59.584\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep 1.2(DL+LL+EQXP)\tabcellsep 1.45\tabcellsep -56.5981\tabcellsep -39.8539\tabcellsep -61.0208\tabcellsep -61.1008\tabcellsep -59.584\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep 1.2(DL+LL+EQXP)\tabcellsep 2.9\tabcellsep -56.5981\tabcellsep -39.8539\tabcellsep -61.0208\tabcellsep -61.1008\tabcellsep -59.584\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep 1.2(DL+LL+EQYP)\tabcellsep 0\tabcellsep 61.6294\tabcellsep 43.4949\tabcellsep 66.5111\tabcellsep 66.66\tabcellsep 66.09\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep 1.2(DL+LL+EQYP)\tabcellsep 1.45\tabcellsep 61.6294\tabcellsep 43.4949\tabcellsep 66.5111\tabcellsep 66.66\tabcellsep 66.09\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep 1.2(DL+LL+EQYP)\tabcellsep 2.9\tabcellsep 61.6294\tabcellsep 43.4949\tabcellsep 66.5111\tabcellsep 66.66\tabcellsep 66.09\\
\tabcellsep \tabcellsep \tabcellsep \tabcellsep \multicolumn{2}{l}{Column Torsion, T in Hard Soil}\tabcellsep \tabcellsep \tabcellsep \tabcellsep \\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep 1.2(DL+LL+EQXP)\tabcellsep 0\tabcellsep -69.4981\tabcellsep -48.9132\tabcellsep -74.9017\tabcellsep -75.004\tabcellsep -73.1383\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep 1.2(DL+LL+EQXP)\tabcellsep 1.45\tabcellsep -69.4981\tabcellsep -48.9132\tabcellsep -74.9017\tabcellsep -75.004\tabcellsep -73.1383\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep 1.2(DL+LL+EQXP)\tabcellsep 2.9\tabcellsep -69.4981\tabcellsep -48.9132\tabcellsep -74.9017\tabcellsep -75.004\tabcellsep -73.1383\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep 1.2(DL+LL+EQYP)\tabcellsep 0\tabcellsep 75.6784\tabcellsep 53.4342\tabcellsep 81.6999\tabcellsep 81.8788\tabcellsep 81.182\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep 1.2(DL+LL+EQYP)\tabcellsep 1.45\tabcellsep 75.6784\tabcellsep 53.4342\tabcellsep 81.6999\tabcellsep 81.8788\tabcellsep 81.182\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep 1.2(DL+LL+EQYP)\tabcellsep 2.9\tabcellsep 75.6784\tabcellsep 53.4342\tabcellsep 81.6999\tabcellsep 81.8788\tabcellsep 81.182\end{longtable} \par
 
\caption{\label{tab_3}Table 4 :}\end{figure}
 \begin{figure}[htbp]
\noindent\textbf{5} \par 
\begin{longtable}{P{0.026608695652173914\textwidth}P{0.034985507246376814\textwidth}P{0.13205797101449276\textwidth}P{0.04730434782608696\textwidth}P{0.19857971014492753\textwidth}P{0.04336231884057971\textwidth}P{0.042869565217391305\textwidth}P{0.10939130434782608\textwidth}P{0.10840579710144926\textwidth}P{0.10643478260869565\textwidth}}
Year 2023\tabcellsep \tabcellsep \tabcellsep \tabcellsep \tabcellsep \tabcellsep \tabcellsep \tabcellsep \\
10\tabcellsep \tabcellsep \tabcellsep \tabcellsep \tabcellsep \tabcellsep \tabcellsep \tabcellsep \\
Global Journal of Researches in Engineering\tabcellsep "Story" 1ST 1ST 1ST 1ST 1ST 1ST 1ST 1ST 1ST 1ST\tabcellsep \multicolumn{2}{l}{Column Axial Force, Pin Soft Soil "Column" "Unique-Name" "Load Case-Combo" C34 1.5(DL+EQXP) C34 1.5(DL+EQXP) C34 1.5(DL+EQXP) C34 1.5(DL+EQYP) C34 1.5(DL+EQYP) C34 1.5(DL+EQYP) C34 1.5(DL+EQXP) C34 1.5(DL+EQXP) C34 1.5(DL+EQXP) C34 1.5(DL+EQYP)}\tabcellsep \multicolumn{3}{l}{Struct I "P" -25183.8699 -25098.9089 -25013.948 -24508.3404 -24423.3794 -24338.4185 Column Axial Force, P in Medium Soil Struct II "Station"m "P" 0 -25355.396 1.45 -25270.435 2.9 -25185.4741 0 -24094.2982 1.45 -24009.3372 2.9 -23924.3763 0 -26141.9168 -26400.4216 1.45 -26056.9558 -26315.4607 2.9 -25971.9949 -26230.4998 0 -25223.1967 -24685.3286}\tabcellsep Struct III "P" -25767.3656 -25682.4047 -25597.4437 -24289.5933 -24204.6324 -24119.6714 -26944.5752 -26859.6142 -26774.6533 -24934.8048\tabcellsep Struct IV "P" -25468.0736 -25383.1127 -25298.1518 -24172.6121 -24087.6512 -24002.6903 -26799.081 -26714.1201 -26629.1591 -24928.2146\tabcellsep Struct V "P" -25450.8356 -25365.8747 -25280.9137 -24254.57 -24169.6091 -24084.6481 -26503.9282 -26418.9672 -26334.0063 -24877.0069\\
\tabcellsep 1ST\tabcellsep C34\tabcellsep 1.5(DL+EQYP)\tabcellsep 1.45\tabcellsep -25138.2357\tabcellsep -24600.3677\tabcellsep -24849.8439\tabcellsep -24843.2537\tabcellsep -24792.046\\
\tabcellsep 1ST\tabcellsep C34\tabcellsep 1.5(DL+EQYP)\tabcellsep 2.9\tabcellsep -25053.2748\tabcellsep -24515.4068\tabcellsep -24764.8829\tabcellsep -24758.2927\tabcellsep -24707.0851\\
\tabcellsep \tabcellsep \tabcellsep \tabcellsep \multicolumn{3}{l}{Column Axial Force, P in Hard Soil}\tabcellsep \tabcellsep \\
\tabcellsep 1ST\tabcellsep C34\tabcellsep 1.5(DL+EQXP)\tabcellsep 0\tabcellsep -26966.9016\tabcellsep -27300.3048\tabcellsep -27958.2834\tabcellsep -27785.5783\tabcellsep -27410.7578\\
\tabcellsep 1ST\tabcellsep C34\tabcellsep 1.5(DL+EQXP)\tabcellsep 1.45\tabcellsep -26881.9407\tabcellsep -27215.3439\tabcellsep -27873.3224\tabcellsep -27700.6174\tabcellsep -27325.7969\\
\tabcellsep 1ST\tabcellsep C34\tabcellsep 1.5(DL+EQXP)\tabcellsep 2.9\tabcellsep -26796.9797\tabcellsep -27130.383\tabcellsep -27788.3615\tabcellsep -27615.6564\tabcellsep -27240.836\\
\tabcellsep 1ST\tabcellsep C34\tabcellsep 1.5(DL+EQYP)\tabcellsep 0\tabcellsep -25838.7674\tabcellsep -25194.2715\tabcellsep -25490.4036\tabcellsep -25488.2644\tabcellsep -25412.9943\\
\tabcellsep 1ST\tabcellsep C34\tabcellsep 1.5(DL+EQYP)\tabcellsep 1.45\tabcellsep -25753.8064\tabcellsep -25109.3106\tabcellsep -25405.4426\tabcellsep -25403.3035\tabcellsep -25328.0334\\
\tabcellsep 1ST\tabcellsep C34\tabcellsep 1.5(DL+EQYP)\tabcellsep 2.9\tabcellsep -25668.8455\tabcellsep -25024.3496\tabcellsep -25320.4817\tabcellsep -25318.3425\tabcellsep -25243.0724\end{longtable} \par
 
\begin{quote}
Axial Force, P for structures with the load combination 1.5 (DL+EQXP) \& 1.5 (DL+EQYP), All value in "kN" © 2023 Global Journ als ( ) E Volume Xx XIII Issue III V ersion I\end{quote}

\caption{\label{tab_4}Table 5 :}\end{figure}
 \begin{figure}[htbp]
\noindent\textbf{6} \par 
\begin{longtable}{P{0.023218899963086008\textwidth}P{0.03263196751568845\textwidth}P{0.004392764857881137\textwidth}P{0.08314876338132152\textwidth}P{0.022277593207825765\textwidth}P{0.21304909560723514\textwidth}P{0.01851236618678479\textwidth}P{0.017884828349944627\textwidth}P{0.019139904023624955\textwidth}P{0.06400885935769657\textwidth}P{0.0633813215208564\textwidth}P{0.06400885935769657\textwidth}P{0.06306755260243632\textwidth}P{0.07059800664451828\textwidth}P{0.06024363233665559\textwidth}P{0.030435585086747874\textwidth}}
\tabcellsep \multicolumn{3}{l}{Column Moment, M in Soft Soil}\tabcellsep \tabcellsep Struct I\tabcellsep Struct I\tabcellsep Struct II\tabcellsep Struct II\tabcellsep Struct III\tabcellsep Struct III\tabcellsep Struct IV\tabcellsep Struct IV\tabcellsep Struct V\tabcellsep Struct V\\
"Story"\tabcellsep "Column"\tabcellsep "Unique -Name"\tabcellsep "Load Combo" Case-\tabcellsep "Station"m\tabcellsep "M2"\tabcellsep "M3"\tabcellsep "M2"\tabcellsep "M3"\tabcellsep "M2"\tabcellsep "M3"\tabcellsep "M2"\tabcellsep "M3"\tabcellsep "M2"\tabcellsep "M3"\\
1ST\tabcellsep C34\tabcellsep \tabcellsep 1.5(DL+ EQXP)\tabcellsep 0\tabcellsep -300.97 13\tabcellsep 1225.7 47\tabcellsep -213.58\tabcellsep 1343.4 34\tabcellsep -313.8 242\tabcellsep 1800.2 079\tabcellsep -298.97 71\tabcellsep 1609.5 397\tabcellsep -311.21 44\tabcellsep 1219.4 677\\
1ST\tabcellsep C34\tabcellsep \tabcellsep 1.5(DL+ EQXP)\tabcellsep 1.45\tabcellsep -185.76 63\tabcellsep 1027.6 976\tabcellsep -111.24 83\tabcellsep 1165.8 496\tabcellsep -194.9 693\tabcellsep 1551.5 389\tabcellsep -183.46 03\tabcellsep 1395.0 708\tabcellsep -194.32 03\tabcellsep 1051.1 982\\
1ST\tabcellsep C34\tabcellsep \tabcellsep 1.5(DL+ EQXP)\tabcellsep 2.9\tabcellsep -70.561 4\tabcellsep 829.64 82\tabcellsep -8.9167\tabcellsep 988.26 53\tabcellsep -76.11 45\tabcellsep 1302.8 699\tabcellsep -67.943 6\tabcellsep 1180.6 019\tabcellsep -77.426 3\tabcellsep 882.92 88\\
1ST 1ST\tabcellsep C34 C34\tabcellsep \tabcellsep 1.5(DL+ EQYP) 1.5(DL+ EQYP)\tabcellsep 0 1.45\tabcellsep 2163.5 101 1739.1 213\tabcellsep -29.476 6 -67.575 7\tabcellsep 1284.0 256 1111.7 38\tabcellsep -151.24 91 -93.334 9\tabcellsep 1524. 2808 1278. 5282\tabcellsep -192.82 82 -113.57 85\tabcellsep 1443.0 562 1212.8 786\tabcellsep -176.96 23 -108.05 39\tabcellsep 1469.7 135 1187.7 076\tabcellsep -88.758 4 -84.300\tabcellsep Year 2023\\
1ST 1ST 1ST 1ST 1ST 1ST 1ST 1ST 1ST 1ST 1ST 1ST 1ST\tabcellsep C34 C34 C34 C34 C34 C34 C34 C34 C34 C34 C34 C34 C34\tabcellsep \tabcellsep 1.5(DL+ EQYP) 1.5(DL+ EQXP) 1.5(DL+ EQXP) 1.5(DL+ EQXP) 1.5(DL+ EQYP) 1.5(DL+ EQYP) 1.5(DL+ EQYP) 1.5(DL+ EQXP) 1.5(DL+ EQXP) 1.5(DL+ EQXP) 1.5(DL+ EQYP) 1.5(DL+ EQYP) 1.5(DL+ EQYP)\tabcellsep 2.9 0 1.45 2.9 0 1.45 2.9 0 1.45 2.9 0 1.45 2.9\tabcellsep \multicolumn{4}{l}{1314.7 324 Column Moment, M in Medium Soil -105.67 48 939.45 04 -35.420 6 -386.6 118 1663.3 159 -269.97 07 1844. 3479 -250.0 193 1411.5 384 -150.71 97 1605. 1929 -113.4 269 1159.7 609 -31.468 7 1366. 0378 2965. 0829 -43.788 3 1766.7 729 -188.4 211 2367. 8278 -78.033 4 1512.5 417 -107.2 981 1770. 5727 -112.27 85 1258.3 105 -26.17 5 Column Moment, M in Hard Soil -460.3 577 2040.1 114 -318.52 93 2275. 6905 -305.3 483 1742.0 68 -184.70 89 1983. 5162 -150.3 389 1444.0 245 -50.888 5 1691. 342 3655. 3261 -56.112 2 2182.4 72 -220.4 303 2909. 214 -87.038 6 1857.6 783 -119.3 219 2163. 1019 -117.96 5 1532.8 845 -18.21 35}\tabcellsep 1032. 7756 -406.31 13 -264.58 1 -122.85 06 2093.5 115 1739.3 757 1385.2 398 -485.95 3 -324.52 43 -163.09 56 2583.6 823 2136.2 165 1688.7 508\tabcellsep -34.328 8 2471.2 54 2131.2 948 1791.3 356 -239.27 51 -133.26 49 -27.254 7 3049.0 992 2630.5 29 2211.9 588 -279.27 11 -150.21 71 -21.163 2\tabcellsep 982.70 11 -406.39 56 -264.16 87 -121.94 18 2108.8 666 1751.9 788 1395.0 909 -486.05 26 -324.01 77 -161.98 28 2602.5 414 2151.6 928 1700.8 441\tabcellsep -39.145 4 2348.2 268 2039.3 015 1730.3 762 -231.18 4 -2 -30.760 1 2895.9 762 2517.0 023 2138.0 283 -271.38 85 -147.96 59 -24.543 4 130.97\tabcellsep 905.70 -402.20 7 -263.20 13 -124.19 57 2019.8 549 567 586 -480.56 17 -322.51 55 -164.46 93 2493.5 878 1985.4 712 1477.3 547 1212.8 1616.3 18\tabcellsep 9 1665.7 503 1446.0 951 1226.4 4 -113.43 67 98.183 82.929 4 2050.0 492 1786.1 453 1522.2 413 -134.68 77 -110.13 75 -85.587 3 ---79.842\tabcellsep Global Journal of Researches in Engineering E ( ) Volume Xx XIII Issue III V ersion I 11\\
\tabcellsep \tabcellsep \tabcellsep \tabcellsep \tabcellsep \tabcellsep \tabcellsep \tabcellsep \tabcellsep \tabcellsep \tabcellsep \tabcellsep \tabcellsep \multicolumn{2}{l}{© 2023 Global Journ als}\end{longtable} \par
 
\caption{\label{tab_5}Table 6 :}\end{figure}
 \begin{figure}[htbp]
\noindent\textbf{7} \par 
\begin{longtable}{P{0.03144546147978642\textwidth}P{0.03371472158657513\textwidth}P{0.030797101449275364\textwidth}P{0.0006483600305110603\textwidth}P{0.020423340961098397\textwidth}P{0.08590770404271547\textwidth}P{0.02334096109839817\textwidth}P{0.204233409610984\textwidth}P{0.018802440884820748\textwidth}P{0.01815408085430969\textwidth}P{0.018478260869565215\textwidth}P{0.061270022883295194\textwidth}P{0.06224256292906178\textwidth}P{0.05900076277650648\textwidth}P{0.061918382913806254\textwidth}P{0.05900076277650648\textwidth}P{0.060621662852784135\textwidth}}
\tabcellsep \tabcellsep \multicolumn{4}{l}{Column Shear, V in Soft Soil}\tabcellsep \tabcellsep Struct I\tabcellsep Struct I\tabcellsep Struct II\tabcellsep Struct II\tabcellsep Struct III\tabcellsep Struct III\tabcellsep Struct IV\tabcellsep Struct IV\tabcellsep Struct V\tabcellsep Struct V\\
\tabcellsep \multicolumn{2}{l}{"Story" "Colum}\tabcellsep n"\tabcellsep "Unique -Name"\tabcellsep "Load Combo" Case-\tabcellsep "Station "m\tabcellsep "V2"\tabcellsep "V3"\tabcellsep "V2"\tabcellsep "V3"\tabcellsep "V2"\tabcellsep "V3"\tabcellsep "V2"\tabcellsep "V3"\tabcellsep "V2"\tabcellsep "V3"\\
\tabcellsep 1ST\tabcellsep C34\tabcellsep \tabcellsep 67\tabcellsep 1.5(DL+ EQXP)\tabcellsep 0\tabcellsep 136.58 58\tabcellsep -79.45 17\tabcellsep 122.47 2\tabcellsep -70.573 6\tabcellsep 171.49 59\tabcellsep -81.968 9\tabcellsep 147.90 96\tabcellsep -79.666 7\tabcellsep 116.04 79\tabcellsep -80.61 66\\
\tabcellsep 1ST\tabcellsep C34\tabcellsep \tabcellsep 67\tabcellsep 1.5(DL+ EQXP)\tabcellsep 1.45\tabcellsep 136.58 58\tabcellsep -79.45 17\tabcellsep 122.47 2\tabcellsep -70.573 6\tabcellsep 171.49 59\tabcellsep -81.968 9\tabcellsep 147.90 96\tabcellsep -79.666 7\tabcellsep 116.04 79\tabcellsep -80.61 66\\
\tabcellsep 1ST\tabcellsep C34\tabcellsep \tabcellsep 67\tabcellsep 1.5(DL+ EQXP)\tabcellsep 2.9\tabcellsep 136.58 58\tabcellsep -79.45 17\tabcellsep 122.47 2\tabcellsep -70.573 6\tabcellsep 171.49 59\tabcellsep -81.968 9\tabcellsep 147.90 96\tabcellsep -79.666 7\tabcellsep 116.04 79\tabcellsep -80.61 66\\
Year 2023\tabcellsep 1ST 1ST\tabcellsep C34 C34\tabcellsep \tabcellsep 67 67\tabcellsep 1.5(DL+ EQYP) 1.5(DL+ EQYP)\tabcellsep 0 1.45\tabcellsep 26.275 2 26.275 2\tabcellsep 292.6 819 292.6 819\tabcellsep -39.940 9 -39.940 9\tabcellsep 118.81 9 118.81 9\tabcellsep -54.654 9 -54.654 9\tabcellsep 169.48 46 169.48 46\tabcellsep -47.523 1 -47.523 1\tabcellsep 158.74 31 158.74 31\tabcellsep -3.0742 -3.0742\tabcellsep 194.4 868 194.4 868\\
Global Journal of Researches in Engineering E ( ) Volume Xx XIII Issue III V ersion I 12\tabcellsep 1ST 1ST 1ST 1ST 1ST 1ST 1ST 1ST 1ST 1ST 1ST 1ST 1ST\tabcellsep C34 C34 C34 C34 C34 C34 C34 C34 C34 C34 C34 C34 C34\tabcellsep \tabcellsep 67 67 67 67 67 67 67 67 67 67 67 67 67\tabcellsep 1.5(DL+ EQYP) 1.5(DL+ EQXP) 1.5(DL+ EQXP) 1.5(DL+ EQXP) 1.5(DL+ EQYP) 1.5(DL+ EQYP) 1.5(DL+ EQYP) 1.5(DL+ EQXP) 1.5(DL+ EQXP) 1.5(DL+ EQXP) 1.5(DL+ EQYP) 1.5(DL+ EQYP) 1.5(DL+ EQYP)\tabcellsep 2.9 0 1.45 2.9 0 1.45 2.9 0 1.45 2.9 0 1.45 2.9\tabcellsep \multicolumn{4}{l}{26.275 2 Column Shear, V in Medium Soil 292.6 819 -39.940 9 118.81 9 173.63 97 -94.201 7 164.93 45 -82.242 1 173.63 97 -94.201 7 164.93 45 -82.242 1 173.63 97 -94.201 7 164.93 45 -82.242 1 23.617 3 411.90 01 -55.946 9 175.33 19 23.617 3 411.90 01 -55.946 9 175.33 19 23.617 3 411.90 01 -55.946 9 175.33 19 Column Shear, V in Hard Soil 205.54 72 -106.90 31 201.49 95 -92.289 9 205.54 72 -106.90 31 201.49 95 -92.289 9 205.54 72 -106.90 31 201.49 95 -92.289 9 21.328 5 514.56 01 -69.729 9 223.99 57 21.328 5 514.56 01 -69.729 9 223.99 57 21.328 5 514.56 01 -69.729 9 223.99 57}\tabcellsep -54.654 9 234.45 46 234.45 46 234.45 46 -73.110 5 -73.110 5 -73.110 5 288.66 91 288.66 91 288.66 91 -89.002 7 -89.002 7 -89.002 7\tabcellsep 169.48 46 -97.745 1 -97.745 1 -97.745 1 244.23 16 244.23 16 244.23 16 -111.33 02 -111.33 02 -111.33 02 308.59 71 308.59 71 308.59 71\tabcellsep -1 213.05 19 213.05 19 213.05 19 -69.111 7 -69.111 7 -69.111 7 261.36 13 261.36 13 261.36 13 -85.119 -85.119 -85.119 47.523\tabcellsep 31 -98.087 5 -98.087 5 -98.087 5 246.12 96 246.12 96 246.12 96 -111.74 82 -111.74 82 -111.74 82 310.93 01 310.93 01 310.93 01 158.74\tabcellsep 3.0742 151.48 63 151.48 63 151.48 63 -10.519 7 -7 -10.519 7 182.00 27 182.00 27 182.00 27 -16.931 2 -16.931 2 -16.931 2 10.519 -\tabcellsep -95.86 6 -95.86 6 -95.86 6 278.2 746 746 746 -108.9 974 -108.9 974 -108.9 974 350.4 252 350.4 252 350.4 252 278.2 278.2 868 194.4\\
\tabcellsep \multicolumn{3}{l}{© 2023 Global Journ als}\tabcellsep \tabcellsep \tabcellsep \tabcellsep \tabcellsep \tabcellsep \tabcellsep \tabcellsep \tabcellsep \tabcellsep \tabcellsep \tabcellsep \end{longtable} \par
 
\caption{\label{tab_6}Table 7 :}\end{figure}
 \begin{figure}[htbp]
\noindent\textbf{8} \par 
\begin{longtable}{P{0.04031881804043546\textwidth}P{0.04097978227060653\textwidth}P{0.05221617418351477\textwidth}P{0.15400466562986004\textwidth}P{0.07931570762052877\textwidth}P{0.09451788491446346\textwidth}P{0.09517884914463452\textwidth}P{0.09782270606531882\textwidth}P{0.09716174183514774\textwidth}P{0.09848367029548988\textwidth}}
\tabcellsep \tabcellsep \multicolumn{2}{l}{Column Torsion, T in Soft Soil}\tabcellsep \tabcellsep Struct I\tabcellsep Struct II\tabcellsep Struct III\tabcellsep Struct IV\tabcellsep Struct V\\
"Story"\tabcellsep "Column"\tabcellsep "Unique-Name"\tabcellsep "Load Case-Combo"\tabcellsep "Station"m\tabcellsep "T"\tabcellsep "T"\tabcellsep "T"\tabcellsep "T"\tabcellsep "T"\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep 1.5(DL+EQXP)\tabcellsep 0\tabcellsep -52.0172\tabcellsep -36.6355\tabcellsep -56.0881\tabcellsep -52.909\tabcellsep -54.7871\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep 1.5(DL+EQXP)\tabcellsep 1.45\tabcellsep -52.0172\tabcellsep -36.6355\tabcellsep -56.0881\tabcellsep -52.909\tabcellsep -54.7871\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep 1.5(DL+EQXP)\tabcellsep 2.9\tabcellsep -52.0172\tabcellsep -36.6355\tabcellsep -56.0881\tabcellsep -52.909\tabcellsep -54.7871\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep 1.5(DL+EQYP)\tabcellsep 0\tabcellsep 56.6478\tabcellsep 39.9718\tabcellsep 61.1286\tabcellsep 57.7035\tabcellsep 60.7221\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep 1.5(DL+EQYP)\tabcellsep 1.45\tabcellsep 56.6478\tabcellsep 39.9718\tabcellsep 61.1286\tabcellsep 57.7035\tabcellsep 60.7221\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep 1.5(DL+EQYP)\tabcellsep 2.9\tabcellsep 56.6478\tabcellsep 39.9718\tabcellsep 61.1286\tabcellsep 57.7035\tabcellsep 60.7221\\
\tabcellsep \tabcellsep \tabcellsep \tabcellsep \multicolumn{3}{l}{Column Torsion, T in Medium Soil}\tabcellsep \tabcellsep \tabcellsep \\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep 1.5(DL+EQXP)\tabcellsep 0\tabcellsep -70.743\tabcellsep -49.7861\tabcellsep -76.2378\tabcellsep -76.3444\tabcellsep -74.4626\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep 1.5(DL+EQXP)\tabcellsep 1.45\tabcellsep -70.743\tabcellsep -49.7861\tabcellsep -76.2378\tabcellsep -76.3444\tabcellsep -74.4626\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep 1.5(DL+EQXP)\tabcellsep 2.9\tabcellsep -70.743\tabcellsep -49.7861\tabcellsep -76.2378\tabcellsep -76.3444\tabcellsep -74.4626\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep 1.5(DL+EQYP)\tabcellsep 0\tabcellsep 77.0414\tabcellsep 54.3999\tabcellsep 83.1769\tabcellsep 83.3566\tabcellsep 82.6299\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep 1.5(DL+EQYP)\tabcellsep 1.45\tabcellsep 77.0414\tabcellsep 54.3999\tabcellsep 83.1769\tabcellsep 83.3566\tabcellsep 82.6299\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep 1.5(DL+EQYP)\tabcellsep 2.9\tabcellsep 77.0414\tabcellsep 54.3999\tabcellsep 83.1769\tabcellsep 83.3566\tabcellsep 82.6299\\
\tabcellsep \tabcellsep \tabcellsep \tabcellsep \multicolumn{2}{l}{Column Torsion, T in Hard Soil}\tabcellsep \tabcellsep \tabcellsep \tabcellsep \\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep 1.5(DL+EQXP)\tabcellsep 0\tabcellsep -86.8679\tabcellsep -61.1102\tabcellsep -93.589\tabcellsep -93.7234\tabcellsep -91.4055\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep 1.5(DL+EQXP)\tabcellsep 1.45\tabcellsep -86.8679\tabcellsep -61.1102\tabcellsep -93.589\tabcellsep -93.7234\tabcellsep -91.4055\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep 1.5(DL+EQXP)\tabcellsep 2.9\tabcellsep -86.8679\tabcellsep -61.1102\tabcellsep -93.589\tabcellsep -93.7234\tabcellsep -91.4055\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep 1.5(DL+EQYP)\tabcellsep 0\tabcellsep 94.6026\tabcellsep 66.824\tabcellsep 102.1629\tabcellsep 102.3801\tabcellsep 101.4949\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep 1.5(DL+EQYP)\tabcellsep 1.45\tabcellsep 94.6026\tabcellsep 66.824\tabcellsep 102.1629\tabcellsep 102.3801\tabcellsep 101.4949\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep 1.5(DL+EQYP)\tabcellsep 2.9\tabcellsep 94.6026\tabcellsep 66.824\tabcellsep 102.1629\tabcellsep 102.3801\tabcellsep 101.4949\end{longtable} \par
 
\caption{\label{tab_7}Table 8 :}\end{figure}
 \begin{figure}[htbp]
\noindent\textbf{9} \par 
\begin{longtable}{P{0.03905552010210593\textwidth}P{0.10577536694320358\textwidth}P{0.01518825781748564\textwidth}P{0.22185705169112951\textwidth}P{0.0379706445437141\textwidth}P{0.0379706445437141\textwidth}P{0.10957243139757498\textwidth}P{0.11065730695596682\textwidth}P{0.12096362476068921\textwidth}P{0.05098915124441608\textwidth}}
\tabcellsep \tabcellsep \tabcellsep \tabcellsep \tabcellsep \tabcellsep \tabcellsep \tabcellsep \tabcellsep Year 2023\\
\tabcellsep \tabcellsep \tabcellsep \tabcellsep \tabcellsep \tabcellsep \tabcellsep \tabcellsep \tabcellsep 13\\
\tabcellsep \tabcellsep \tabcellsep \tabcellsep \tabcellsep \tabcellsep \tabcellsep \tabcellsep \tabcellsep Volume Xx XIII Issue III V ersion I\\
\tabcellsep \tabcellsep \tabcellsep \tabcellsep \tabcellsep \tabcellsep \tabcellsep \tabcellsep \tabcellsep ( ) E\\
"Story" 1ST 1ST 1ST 1ST 1ST 1ST 1ST 1ST 1ST 1ST 1ST\tabcellsep \multicolumn{2}{l}{Column Axial Force, P in Soft Soil "Column" "Unique-Name" "Load Case-Combo" C34 EQXP C34 EQXP C34 EQXP C34 EQYP C34 EQYP C34 EQYP C34 EQXP C34 EQXP C34 EQXP C34 EQYP C34 EQYP}\tabcellsep \multicolumn{3}{l}{Struct I "P" -1774.1609 -1774.1609 -1774.1609 -1323.8079 -1323.8079 -1323.8079 Column Axial Force, P in Medium Soil Struct II "Station"m "P" 0 -1935.2327 1.45 -1935.2327 2.9 -1935.2327 0 -1094.5008 1.45 -1094.5008 2.9 -1094.5008 0 -2412.8589 -2631.9165 1.45 -2412.8589 -2631.9165 2.9 -2412.8589 -2631.9165 0 -1800.3788 -1488.5211 1.45 -1800.3788 -1488.5211}\tabcellsep Struct III "P" -2180.0176 -2180.0176 -2180.0176 -1194.8361 -1194.8361 -1194.8361 -2964.824 -2964.824 -2964.824 -1624.9771 -1624.9771\tabcellsep Struct IV "P" -1997.9011 -1997.9011 -1997.9011 -1134.2601 -1134.2601 -1134.2601 -2885.2394 -2885.2394 -2885.2394 -1637.9951 -1637.9951\tabcellsep Struct V "P" -1950.1714 -1950.1714 -1950.1714 -1152.661 -1152.661 -1152.661 -2652.2331 -2652.2331 -2652.2331 -1567.6189 -1567.6189\tabcellsep Global Journal of Researches in Engineering\\
1ST\tabcellsep C34\tabcellsep EQYP\tabcellsep 2.9\tabcellsep -1800.3788\tabcellsep -1488.5211\tabcellsep -1624.9771\tabcellsep -1637.9951\tabcellsep -1567.6189\\
\tabcellsep \tabcellsep \tabcellsep \multicolumn{3}{l}{Column Axial Force, P in Hard Soil}\tabcellsep \tabcellsep \tabcellsep \\
1ST\tabcellsep C34\tabcellsep EQXP\tabcellsep 0\tabcellsep -2962.8488\tabcellsep -3231.8386\tabcellsep -3640.6295\tabcellsep -3542.9042\tabcellsep -3256.7862\\
1ST\tabcellsep C34\tabcellsep EQXP\tabcellsep 1.45\tabcellsep -2962.8488\tabcellsep -3231.8386\tabcellsep -3640.6295\tabcellsep -3542.9042\tabcellsep -3256.7862\\
1ST\tabcellsep C34\tabcellsep EQXP\tabcellsep 2.9\tabcellsep -2962.8488\tabcellsep -3231.8386\tabcellsep -3640.6295\tabcellsep -3542.9042\tabcellsep -3256.7862\\
1ST\tabcellsep C34\tabcellsep EQYP\tabcellsep 0\tabcellsep -2210.7593\tabcellsep -1827.8164\tabcellsep -1995.3763\tabcellsep -2011.3616\tabcellsep -1924.9438\\
1ST\tabcellsep C34\tabcellsep EQYP\tabcellsep 1.45\tabcellsep -2210.7593\tabcellsep -1827.8164\tabcellsep -1995.3763\tabcellsep -2011.3616\tabcellsep -1924.9438\\
1ST\tabcellsep C34\tabcellsep EQYP\tabcellsep 2.9\tabcellsep -2210.7593\tabcellsep -1827.8164\tabcellsep -1995.3763\tabcellsep -2011.3616\tabcellsep -1924.9438\\
\tabcellsep \tabcellsep \tabcellsep \tabcellsep \tabcellsep \tabcellsep \tabcellsep \tabcellsep © 2023 Global Journ als\end{longtable} \par
 
\caption{\label{tab_8}Table 9 :}\end{figure}
 \begin{figure}[htbp]
\noindent\textbf{10} \par 
\begin{longtable}{P{0.03370809484873263\textwidth}P{0.034055600981193784\textwidth}P{0.03614063777596075\textwidth}P{0.004517579721995094\textwidth}P{0.03544562551103843\textwidth}P{0.024672935404742437\textwidth}P{0.06602616516762061\textwidth}P{0.1734055600981194\textwidth}P{0.01980784955028618\textwidth}P{0.01946034341782502\textwidth}P{0.07019623875715454\textwidth}P{0.06498364677023712\textwidth}P{0.06706868356500409\textwidth}P{0.06672117743254292\textwidth}P{0.0677636958299264\textwidth}P{0.06602616516762061\textwidth}}
\tabcellsep \tabcellsep \multicolumn{4}{l}{Column Moment, M in Soft Soil}\tabcellsep Struct I\tabcellsep Struct I\tabcellsep Struct II\tabcellsep Struct II\tabcellsep Struct III\tabcellsep Struct III\tabcellsep Struct IV\tabcellsep Struct IV\tabcellsep Struct V\tabcellsep Struc t V\\
\tabcellsep "Stor y"\tabcellsep "Column"\tabcellsep "Unique-Name"\tabcellsep "Load Case-Combo"\tabcellsep "Station"m\tabcellsep "M2"\tabcellsep "M3"\tabcellsep "M2"\tabcellsep "M3"\tabcellsep "M2"\tabcellsep "M3"\tabcellsep "M2"\tabcellsep "M3"\tabcellsep "M2"\tabcellsep "M3"\\
\tabcellsep 1ST\tabcellsep C34\tabcellsep \tabcellsep EQXP\tabcellsep 0\tabcellsep -158.5935\tabcellsep 810.312 8\tabcellsep -104.427 2\tabcellsep 927.618 4\tabcellsep -171.27 25\tabcellsep 1242.67 79\tabcellsep -161.363\tabcellsep 1109. 5618\tabcellsep -168.5 048\tabcellsep 826.4 492\\
\tabcellsep 1ST\tabcellsep C34\tabcellsep \tabcellsep EQXP\tabcellsep 1.45\tabcellsep -118.987\tabcellsep 710.816 2\tabcellsep -73.0951\tabcellsep 813.598 6\tabcellsep -128.91 04\tabcellsep 1073.62 19\tabcellsep -121.236 7\tabcellsep 967.6 594\tabcellsep -127.5 574\tabcellsep 731.2 906\\
\tabcellsep 1ST\tabcellsep C34\tabcellsep \tabcellsep EQXP\tabcellsep 2.9\tabcellsep -79.3805\tabcellsep 611.319 7\tabcellsep -41.763\tabcellsep 699.578 8\tabcellsep -86.548 4\tabcellsep 904.566\tabcellsep -81.1104\tabcellsep 825.7 569\tabcellsep -86.60 99\tabcellsep 636.1 319\\
Year 2023\tabcellsep 1ST 1ST\tabcellsep C34 C34\tabcellsep \tabcellsep EQYP EQYP\tabcellsep 0 1.45\tabcellsep 1484.394 1 1164.271 4\tabcellsep -26.503 -19.366\tabcellsep 893.976 6 742.229 1\tabcellsep -68.837 -25.8578\tabcellsep 1054.1 309 853.42 12\tabcellsep -86.0128 -36.4563\tabcellsep 999.992 5 809.655 9\tabcellsep -81.43 95 -34.42 38\tabcellsep 1018. 7804 793.7 946\tabcellsep -45.70 12 -25.70 85\\
Global Journal of Researches in Engineering E ( ) Volume Xx XIII Issue III V ersion I 14\tabcellsep 1ST 1ST 1ST 1ST 1ST 1ST 1ST 1ST 1ST 1ST 1ST 1ST 1ST\tabcellsep C34 C34 C34 C34 C34 C34 C34 C34 C34 C34 C34 C34 C34\tabcellsep \tabcellsep EQYP EQXP EQXP EQXP EQYP EQYP EQYP EQXP EQXP EQXP EQYP EQYP EQYP\tabcellsep 2.9 0 1.45 2.9 0 1.45 2.9 0 1.45 2.9 0 1.45 2.9\tabcellsep 844.1487 -215.6871 -161.8223 -107.9575 2018.776 1583.409 1 1148.042 2 -264.8511 -198.7083 -132.5655 2478.938 1 1944.333 2 1409.728 3\tabcellsep \multicolumn{3}{l}{-12.229 Column Moment, M in Medium Soil 590.481 7 17.1215 1102.02 54 -142.020 9 1261.56 1 966.710 1 -99.4093 1106.49 41 831.394 8 -56.7977 951.427 1 -36.0441 1215.80 81 -93.6183 -26.3378 1009.43 16 -35.1666 -16.6314 803.055 1 23.2852 Column Moment, M in Hard Soil 1353.22 23 -174.393 4 1549.12 27 1187.06 31 -122.068 8 1358.70 96 1020.90 39 -69.7443 1168.29 65 -44.26 1492.94 09 -114.957 8 -32.3412 1239.52 26 -43.1825 -20.4224 986.104 4 28.5929}\tabcellsep 652.71 16 -232.93 06 -175.31 82 -117.70 58 1433.6 18 1160.6 529 887.68 78 -286.02 51 -215.28 04 -144.53 58 1760.3 985 1425.2 135 1090.0 284\tabcellsep 13.1002 1690.04 19 1460.12 58 1230.20 98 -116.977 5 -49.5806 17.8162 2075.27 21 1792.94 86 1510.62 52 -143.641 4 -60.8821 21.8773\tabcellsep 619.319 3 -232.975 4 -175.042 3 -117.109 3 1443.86 61 1169.05 6 894.245 9 -286.08 -214.941 7 -143.803 3 1772.98 27 1435.53 2 1098.08 13\tabcellsep 12.59 2 1602.0 199 1397.1 465 1192.2 73 -117.58 73 -49.702 5 2 1967.1 862 1715.6 137 1464.0 411 -144.39 03 -61.031 8 22.326 7 18.182\tabcellsep 568.8 -229.16 66 -173.47 8 -117.78 95 1385.5 413 1079.5 773.58 -281.40 31 -213.02 08 -144.63 86 1701.3 633 1325.6 37 949.91 07 607 088\tabcellsep 1123 .971 994. 5552 865. 1394 -62.1 537 636 35 1380 .170 2 1221 .255 3 1062 .340 3 -76.3 21 -42.9 332 -9.54 54 7.77 --34.9 8 -5.715\\
\tabcellsep \multicolumn{3}{l}{© 2023 Global Journ als}\tabcellsep \tabcellsep \tabcellsep \tabcellsep \tabcellsep \tabcellsep \tabcellsep \tabcellsep \tabcellsep \tabcellsep \tabcellsep \end{longtable} \par
 
\caption{\label{tab_9}Table 10 :}\end{figure}
 \begin{figure}[htbp]
\noindent\textbf{11} \par 
\begin{longtable}{P{0.026373346897253305\textwidth}P{0.035452695829094605\textwidth}P{0.021617497456765007\textwidth}P{0.031129196337741607\textwidth}P{0.020752797558494403\textwidth}P{0.06096134282807731\textwidth}P{0.09122583926754832\textwidth}P{0.06917599186164802\textwidth}P{0.07177009155645982\textwidth}P{0.07220244150559511\textwidth}P{0.07220244150559511\textwidth}P{0.06658189216683622\textwidth}P{0.07047304170905391\textwidth}P{0.06874364191251271\textwidth}P{0.07133774160732452\textwidth}}
\tabcellsep \multicolumn{3}{l}{Column Shear, V in Soft Soil}\tabcellsep \tabcellsep Struct I\tabcellsep Struct I\tabcellsep Struct II\tabcellsep Struct II\tabcellsep Struct III\tabcellsep Struct III\tabcellsep Struct IV\tabcellsep Struct IV\tabcellsep Struct V\tabcellsep Struct V\\
"Story"\tabcellsep \tabcellsep "Unique -Name"\tabcellsep \tabcellsep \tabcellsep "V2"\tabcellsep "V3"\tabcellsep "V2"\tabcellsep "V3"\tabcellsep "V2"\tabcellsep "V3"\tabcellsep "V2"\tabcellsep "V3"\tabcellsep "V2"\tabcellsep "V3"\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep EQXP\tabcellsep 0\tabcellsep 68.6183\tabcellsep -27.3148\tabcellsep 78.6344\tabcellsep -21.6083\tabcellsep 116.590 3\tabcellsep -29.2152\tabcellsep 97.8638\tabcellsep -27.6733\tabcellsep 65.62 67\tabcellsep -28.2396\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep EQXP\tabcellsep 1.45\tabcellsep 68.6183\tabcellsep -27.3148\tabcellsep 78.6344\tabcellsep -21.6083\tabcellsep 116.590 3\tabcellsep -29.2152\tabcellsep 97.8638\tabcellsep -27.6733\tabcellsep 65.62 67\tabcellsep -28.2396\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep EQXP\tabcellsep 2.9\tabcellsep 68.6183\tabcellsep -27.3148\tabcellsep 78.6344\tabcellsep -21.6083\tabcellsep 116.590 3\tabcellsep -29.2152\tabcellsep 97.8638\tabcellsep -27.6733\tabcellsep 65.62 67\tabcellsep -28.2396\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep EQYP\tabcellsep 0\tabcellsep -4.9221\tabcellsep 220.774 3\tabcellsep -29.6409\tabcellsep 104.653 4\tabcellsep -34.1769\tabcellsep 138.420 4\tabcellsep -32.4246\tabcellsep 131.2666\tabcellsep -13.78 81\tabcellsep 155.162 6\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep EQYP\tabcellsep 1.45\tabcellsep -4.9221\tabcellsep 220.774 3\tabcellsep -29.6409\tabcellsep 104.653 4\tabcellsep -34.1769\tabcellsep 138.420 4\tabcellsep -32.4246\tabcellsep 131.2666\tabcellsep -13.78 81\tabcellsep 155.162 6\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep EQYP\tabcellsep 2.9\tabcellsep -4.9221\tabcellsep 220.774 3\tabcellsep -29.6409\tabcellsep 104.653 4\tabcellsep -34.1769\tabcellsep 138.420 4\tabcellsep -32.4246\tabcellsep 131.2666\tabcellsep -13.78 81\tabcellsep 155.162 6\\
\tabcellsep \tabcellsep \tabcellsep \tabcellsep \tabcellsep \tabcellsep \multicolumn{3}{l}{Column Shear, V in Medium Soil}\tabcellsep \tabcellsep \tabcellsep \tabcellsep \tabcellsep \tabcellsep \\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep EQXP\tabcellsep 0\tabcellsep 93.3209\tabcellsep -37.1481\tabcellsep 106.942 7\tabcellsep -29.3873\tabcellsep 158.562 8\tabcellsep -39.7327\tabcellsep 141.292\tabcellsep -39.9538\tabcellsep 89.2523\tabcellsep -38.4059\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep EQXP\tabcellsep 1.45\tabcellsep 93.3209\tabcellsep -37.1481\tabcellsep 106.942 7\tabcellsep -29.3873\tabcellsep 158.562 8\tabcellsep -39.7327\tabcellsep 141.292\tabcellsep -39.9538\tabcellsep 89.2523\tabcellsep -38.4059\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep EQXP\tabcellsep 2.9\tabcellsep 93.3209\tabcellsep -37.1481\tabcellsep 106.942 7\tabcellsep -29.3873\tabcellsep 158.562 8\tabcellsep -39.7327\tabcellsep 141.292\tabcellsep -39.9538\tabcellsep 89.2523\tabcellsep -38.4059\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep EQYP\tabcellsep 0\tabcellsep -6.694\tabcellsep 300.253\tabcellsep -40.3116\tabcellsep 142.328 6\tabcellsep -46.4806\tabcellsep 188.251 8\tabcellsep -46.8171\tabcellsep 189.524 2\tabcellsep -18.7518\tabcellsep 211.021 2\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep EQYP\tabcellsep 1.45\tabcellsep -6.694\tabcellsep 300.253\tabcellsep -40.3116\tabcellsep 142.328 6\tabcellsep -46.4806\tabcellsep 188.251 8\tabcellsep -46.8171\tabcellsep 189.524 2\tabcellsep -18.7518\tabcellsep 211.021 2\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep EQYP\tabcellsep 2.9\tabcellsep -6.694\tabcellsep 300.253\tabcellsep -40.3116\tabcellsep 142.328 6\tabcellsep -46.4806\tabcellsep 188.251 8\tabcellsep -46.8171\tabcellsep 189.524 2\tabcellsep -18.7518\tabcellsep 211.021 2\\
\tabcellsep \tabcellsep \tabcellsep \tabcellsep \tabcellsep \tabcellsep \multicolumn{3}{l}{Column Shear, V in Hard Soil}\tabcellsep \tabcellsep \tabcellsep \tabcellsep \tabcellsep \tabcellsep \\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep EQXP\tabcellsep 0\tabcellsep 114.592 6\tabcellsep -45.6157\tabcellsep 131.319 4\tabcellsep -36.0859\tabcellsep 194.705 8\tabcellsep -48.7894\tabcellsep 173.498 3\tabcellsep -49.0609\tabcellsep 109.596 5\tabcellsep -47.1602\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep EQXP\tabcellsep 1.45\tabcellsep 114.592 6\tabcellsep -45.6157\tabcellsep 131.319 4\tabcellsep -36.0859\tabcellsep 194.705 8\tabcellsep -48.7894\tabcellsep 173.498 3\tabcellsep -49.0609\tabcellsep 109.596 5\tabcellsep -47.1602\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep EQXP\tabcellsep 2.9\tabcellsep 114.592 6\tabcellsep -45.6157\tabcellsep 131.319 4\tabcellsep -36.0859\tabcellsep 194.705 8\tabcellsep -48.7894\tabcellsep 173.498 3\tabcellsep -49.0609\tabcellsep 109.596 5\tabcellsep -47.1602\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep EQYP\tabcellsep 0\tabcellsep -8.2199\tabcellsep 368.693\tabcellsep -49.5002\tabcellsep 174.771 2\tabcellsep -57.0754\tabcellsep 231.162 1\tabcellsep -57.4886\tabcellsep 232.724 6\tabcellsep -23.0261\tabcellsep 259.121 6\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep EQYP\tabcellsep 1.45\tabcellsep -8.2199\tabcellsep 368.693\tabcellsep -49.5002\tabcellsep 174.771 2\tabcellsep -57.0754\tabcellsep 231.162 1\tabcellsep -57.4886\tabcellsep 232.724 6\tabcellsep -23.0261\tabcellsep 259.121 6\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep EQYP\tabcellsep 2.9\tabcellsep -8.2199\tabcellsep 368.693\tabcellsep -49.5002\tabcellsep 174.771 2\tabcellsep -57.0754\tabcellsep 231.162 1\tabcellsep -57.4886\tabcellsep 232.724 6\tabcellsep -23.0261\tabcellsep 259.121 6\end{longtable} \par
 
\caption{\label{tab_10}Table 11 :}\end{figure}
 \begin{figure}[htbp]
\noindent\textbf{12} \par 
\begin{longtable}{P{0.04318374259102455\textwidth}P{0.04966130397967824\textwidth}P{0.08492802709568163\textwidth}P{0.027349703640982215\textwidth}P{0.19864521591871295\textwidth}P{0.038145639288738355\textwidth}P{0.03670618120237087\textwidth}P{0.09356477561388654\textwidth}P{0.09716342082980524\textwidth}P{0.14970364098221847\textwidth}P{0.03094834885690093\textwidth}}
\tabcellsep \tabcellsep "Load\tabcellsep \tabcellsep \tabcellsep \tabcellsep \tabcellsep \tabcellsep \\
\tabcellsep "Column"\tabcellsep Case-\tabcellsep "Station"m\tabcellsep \tabcellsep \tabcellsep \tabcellsep \tabcellsep \\
\tabcellsep \tabcellsep Combo"\tabcellsep \tabcellsep \tabcellsep \tabcellsep \tabcellsep \tabcellsep \\
\tabcellsep \tabcellsep \tabcellsep \tabcellsep \tabcellsep \tabcellsep \tabcellsep \tabcellsep \tabcellsep Year 2023\\
\tabcellsep \tabcellsep \tabcellsep \tabcellsep \tabcellsep \tabcellsep \tabcellsep \tabcellsep \tabcellsep 15\\
\tabcellsep \tabcellsep \tabcellsep \tabcellsep \tabcellsep \tabcellsep \tabcellsep \tabcellsep \tabcellsep Volume Xx XIII Issue III V ersion I\\
\tabcellsep \tabcellsep \tabcellsep \tabcellsep \tabcellsep \tabcellsep \tabcellsep \tabcellsep \tabcellsep ( ) E\\
"Story" 1ST 1ST 1ST 1ST 1ST 1ST 1ST 1ST\tabcellsep "Column" C34 C34 C34 C34 C34 C34 C34 C34\tabcellsep \multicolumn{2}{l}{Column Torsion, T in Soft Soil "Unique-Name" "Load Case-Combo" EQXP EQXP EQXP EQYP EQYP EQYP EQXP EQXP}\tabcellsep \multicolumn{3}{l}{Struct I "T" -34.6774 -34.6774 -34.6774 37.766 37.766 37.766 Column Torsion, T in Medium Soil Struct II "Station"m "T" 0 -24.353 1.45 -24.353 2.9 -24.353 0 26.7186 1.45 26.7186 2.9 26.7186 0 -47.1612 -33.12 1.45 -47.1612 -33.12}\tabcellsep Struct III "T" -37.3143 -37.3143 -37.3143 40.8301 40.8301 40.8301 -50.7475 -50.7475\tabcellsep Struct IV "T" -35.2051 -35.2051 -35.2051 38.5365 38.5365 38.5365 -50.8287 -50.8287\tabcellsep Struct V "T" -36.4362 -36.4362 -36.4362 40.5699 40.5699 40.5699 -49.5533 -49.5533\tabcellsep Global Journal of Researches in Engineering\\
1ST\tabcellsep C34\tabcellsep \tabcellsep EQXP\tabcellsep 2.9\tabcellsep -47.1612\tabcellsep -33.12\tabcellsep -50.7475\tabcellsep -50.8287\tabcellsep -49.5533\\
1ST\tabcellsep C34\tabcellsep \tabcellsep EQYP\tabcellsep 0\tabcellsep 51.3617\tabcellsep 36.3373\tabcellsep 55.529\tabcellsep 55.6386\tabcellsep 55.1751\\
1ST\tabcellsep C34\tabcellsep \tabcellsep EQYP\tabcellsep 1.45\tabcellsep 51.3617\tabcellsep 36.3373\tabcellsep 55.529\tabcellsep 55.6386\tabcellsep 55.1751\\
1ST\tabcellsep C34\tabcellsep \tabcellsep EQYP\tabcellsep 2.9\tabcellsep 51.3617\tabcellsep 36.3373\tabcellsep 55.529\tabcellsep 55.6386\tabcellsep 55.1751\\
\tabcellsep \tabcellsep \tabcellsep \tabcellsep \multicolumn{2}{l}{Column Torsion, T in Hard Soil}\tabcellsep \tabcellsep \tabcellsep \\
1ST\tabcellsep C34\tabcellsep \tabcellsep EQXP\tabcellsep 0\tabcellsep -57.9112\tabcellsep -40.6695\tabcellsep -62.315\tabcellsep -62.4147\tabcellsep -60.8485\\
1ST\tabcellsep C34\tabcellsep \tabcellsep EQXP\tabcellsep 1.45\tabcellsep -57.9112\tabcellsep -40.6695\tabcellsep -62.315\tabcellsep -62.4147\tabcellsep -60.8485\\
1ST\tabcellsep C34\tabcellsep \tabcellsep EQXP\tabcellsep 2.9\tabcellsep -57.9112\tabcellsep -40.6695\tabcellsep -62.315\tabcellsep -62.4147\tabcellsep -60.8485\\
\tabcellsep \tabcellsep \tabcellsep \tabcellsep \tabcellsep \tabcellsep \tabcellsep \tabcellsep \tabcellsep © 2023 Global Journ als\end{longtable} \par
 
\caption{\label{tab_11}Table 12 :}\end{figure}
 \begin{figure}[htbp]
\noindent\textbf{13} \par 
\begin{longtable}{P{0.10728155339805825\textwidth}P{0.09696601941747574\textwidth}P{0.02475728155339806\textwidth}P{0.05983009708737864\textwidth}P{0.06189320388349514\textwidth}P{0.06189320388349514\textwidth}P{0.05983009708737864\textwidth}P{0.06395631067961165\textwidth}P{0.06601941747572815\textwidth}P{0.06189320388349514\textwidth}P{0.06395631067961165\textwidth}P{0.05983009708737864\textwidth}P{0.06189320388349514\textwidth}}
\multicolumn{3}{l}{Modal Load Participation Ratios}\tabcellsep Struct I\tabcellsep Struct I\tabcellsep Struct II\tabcellsep Struct II\tabcellsep Struct III\tabcellsep Struct III\tabcellsep Struct IV\tabcellsep Struct IV\tabcellsep Struct V\tabcellsep Struct V\\
"Case"\tabcellsep "Item Type"\tabcellsep "Item"\tabcellsep "Static"\tabcellsep "Dynamic"\tabcellsep "Static"\tabcellsep "Dynamic\tabcellsep "Static"\tabcellsep "Dynamic"\tabcellsep "Static"\tabcellsep "Dynamic"\tabcellsep "Static"\tabcellsep "Dynamic"\\
\tabcellsep \tabcellsep \tabcellsep \%\tabcellsep \%\tabcellsep \%\tabcellsep \%\tabcellsep \%\tabcellsep \%\tabcellsep \%\tabcellsep \%\tabcellsep \%\tabcellsep \%\\
Modal\tabcellsep Acceleration\tabcellsep UX\tabcellsep 99.82\tabcellsep 86.71\tabcellsep 99.99\tabcellsep 94.7\tabcellsep 99.98\tabcellsep 94.59\tabcellsep 99.99\tabcellsep 94.54\tabcellsep 99.97\tabcellsep 91.54\\
Modal\tabcellsep Acceleration\tabcellsep UY\tabcellsep 99.79\tabcellsep 87.46\tabcellsep 99.98\tabcellsep 91.46\tabcellsep 99.97\tabcellsep 91.85\tabcellsep 99.97\tabcellsep 91.83\tabcellsep 99.97\tabcellsep 92.51\\
Modal\tabcellsep Acceleration\tabcellsep UZ\tabcellsep 0\tabcellsep 0\tabcellsep 0\tabcellsep 0\tabcellsep 0\tabcellsep 0\tabcellsep 0\tabcellsep 0\tabcellsep 0\tabcellsep 0\end{longtable} \par
 
\begin{quote}
Graph 1: Modal Load Participation Ratios of Structures\end{quote}

\caption{\label{tab_12}Table 13 :}\end{figure}
 \begin{figure}[htbp]
\noindent\textbf{14} \par 
\begin{longtable}{P{0.07439478584729982\textwidth}P{0.07597765363128492\textwidth}P{0.022160148975791435\textwidth}P{0.0696461824953445\textwidth}P{0.06410614525139664\textwidth}P{0.05856610800744878\textwidth}P{0.07597765363128492\textwidth}P{0.060940409683426434\textwidth}P{0.07439478584729982\textwidth}P{0.061731843575419\textwidth}P{0.07597765363128492\textwidth}P{0.061731843575419\textwidth}P{0.07439478584729982\textwidth}}
Year 2023\tabcellsep \tabcellsep \tabcellsep \tabcellsep \tabcellsep \tabcellsep \tabcellsep \tabcellsep \tabcellsep \tabcellsep \tabcellsep \tabcellsep \\
16\tabcellsep \tabcellsep \tabcellsep \tabcellsep \tabcellsep \tabcellsep \tabcellsep \tabcellsep \tabcellsep \tabcellsep \tabcellsep \tabcellsep \\
Volume Xx XIII Issue III V ersion I\tabcellsep \tabcellsep \tabcellsep \tabcellsep \tabcellsep \tabcellsep \tabcellsep \tabcellsep \tabcellsep \tabcellsep \tabcellsep \tabcellsep \\
( ) E\tabcellsep \tabcellsep \tabcellsep \tabcellsep \tabcellsep \tabcellsep \tabcellsep \tabcellsep \tabcellsep \tabcellsep \tabcellsep \tabcellsep \\
Global Journal of Researches in Engineering\tabcellsep Case Modal Modal Modal Modal Modal Modal Modal Modal Modal\tabcellsep Mode 1 2 3 4 5 6 7 8 9\tabcellsep Struct I Period sec 6.298 6.248 5.545 2.062 1.952 1.603 1.191 1.027 0.803\tabcellsep Frequency cyc/sec 0.159 0.16 0.18 0.485 0.512 0.624 0.84 0.974 1.245\tabcellsep Period sec 5.785 5.606 4.684 1.701 1.547 1.475 0.9 0.838 0.645\tabcellsep Struct II Frequency cyc/sec 0.173 0.178 0.213 0.588 0.646 0.678 1.112 1.193 1.551\tabcellsep Period sec 6.415 6.32 5.767 2.114 1.958 1.568 1.219 1.028 0.82\tabcellsep Struct III Frequency cyc/sec 0.156 0.158 0.173 0.473 0.511 0.638 0.82 0.972 1.22\tabcellsep Period sec 6.375 6.21 5.792 2.102 1.901 1.575 1.212 0.983 0.815\tabcellsep Struct IV Frequency cyc/sec 0.157 0.161 0.173 0.476 0.526 0.635 0.825 1.017 1.226\tabcellsep Period sec 6.382 5.694 5.642 2.088 1.565 1.524 1.19 0.791 0.711\tabcellsep Struct V Frequency cyc/sec 0.157 0.176 0.177 0.479 0.639 0.656 0.84 1.264 1.406\\
\tabcellsep Modal\tabcellsep 10\tabcellsep 0.782\tabcellsep 1.279\tabcellsep 0.613\tabcellsep 1.632\tabcellsep 0.711\tabcellsep 1.406\tabcellsep 0.714\tabcellsep 1.401\tabcellsep 0.703\tabcellsep 1.423\\
\tabcellsep Modal\tabcellsep 11\tabcellsep 0.645\tabcellsep 1.55\tabcellsep 0.5\tabcellsep 2.002\tabcellsep 0.641\tabcellsep 1.56\tabcellsep 0.604\tabcellsep 1.656\tabcellsep 0.565\tabcellsep 1.769\\
\tabcellsep Modal\tabcellsep 12\tabcellsep 0.581\tabcellsep 1.72\tabcellsep 0.45\tabcellsep 2.222\tabcellsep 0.592\tabcellsep 1.689\tabcellsep 0.589\tabcellsep 1.697\tabcellsep 0.423\tabcellsep 2.363\\
\tabcellsep \multicolumn{2}{l}{© 2023 Global Journ als}\tabcellsep \tabcellsep \tabcellsep \tabcellsep \tabcellsep \tabcellsep \tabcellsep \tabcellsep \tabcellsep \tabcellsep \end{longtable} \par
 
\caption{\label{tab_13}Table 14 :}\end{figure}
 \begin{figure}[htbp]
\noindent\textbf{15} \par 
\begin{longtable}{P{0.07448453608247423\textwidth}P{0.03943298969072165\textwidth}P{0.10734536082474226\textwidth}P{0.17306701030927835\textwidth}P{0.1533505154639175\textwidth}P{0.07448453608247423\textwidth}P{0.0788659793814433\textwidth}P{0.07667525773195875\textwidth}P{0.0722938144329897\textwidth}}
\tabcellsep \tabcellsep \multicolumn{2}{l}{Column axial forces "P"}\tabcellsep \tabcellsep Struct II\tabcellsep Struct III\tabcellsep Struct IV\tabcellsep Struct V\\
\multicolumn{2}{l}{"Story" "Column"}\tabcellsep "Unique -Name"\tabcellsep "Load Case-Combo"\tabcellsep "Station"m\tabcellsep "P"\tabcellsep "P"\tabcellsep "P"\tabcellsep "P"\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep 1.2(DL+LL+EQXP)\tabcellsep 0,1.45,2.9\tabcellsep 0\%\tabcellsep 2\%\tabcellsep 1\%\tabcellsep 1\%\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep 1.2(DL+LL+EQYP)\tabcellsep 0,1.45,2.9\tabcellsep -2\%\tabcellsep -1\%\tabcellsep -1\%\tabcellsep -1\%\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep 1.5(DL+EQXP)\tabcellsep 0,1.45,2.9\tabcellsep 1\%\tabcellsep 2\%\tabcellsep 1\%\tabcellsep 1\%\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep 1.5(DL+EQYP)\tabcellsep 0,1.45,2.9\tabcellsep -2\%\tabcellsep -1\%\tabcellsep -1\%\tabcellsep -1\%\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep EQXP\tabcellsep 0,1.45,2.9\tabcellsep 8\%\tabcellsep 19\%\tabcellsep 11\%\tabcellsep 9\%\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep EQYP\tabcellsep 0,1.45,2.9\tabcellsep -21\%\tabcellsep -11\%\tabcellsep -17\%\tabcellsep -15\%\end{longtable} \par
 
\caption{\label{tab_14}Table 15 :}\end{figure}
 \begin{figure}[htbp]
\noindent\textbf{16} \par 
\begin{longtable}{P{0.07467700258397932\textwidth}P{0.03953488372093023\textwidth}P{0.10542635658914729\textwidth}P{0.1735142118863049\textwidth}P{0.1537467700258398\textwidth}P{0.07467700258397932\textwidth}P{0.07906976744186046\textwidth}P{0.0768733850129199\textwidth}P{0.07248062015503876\textwidth}}
\tabcellsep \tabcellsep \multicolumn{2}{l}{Column axial forces "P"}\tabcellsep \tabcellsep Struct II\tabcellsep Struct III\tabcellsep Struct IV\tabcellsep Struct V\\
\multicolumn{2}{l}{"Story" "Column"}\tabcellsep "Unique-Name"\tabcellsep "Load Case-Combo"\tabcellsep "Station"m\tabcellsep "P"\tabcellsep "P"\tabcellsep "P"\tabcellsep "P"\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep 1.2(DL+LL+EQXP)\tabcellsep 0,1.45,2.9\tabcellsep 1\%\tabcellsep 2\%\tabcellsep 2\%\tabcellsep 1\%\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep 1.2(DL+LL+EQYP)\tabcellsep 0,1.45,2.9\tabcellsep -2\%\tabcellsep -1\%\tabcellsep -1\%\tabcellsep -1\%\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep 1.5(DL+EQXP)\tabcellsep 0,1.45,2.9\tabcellsep 1\%\tabcellsep 3\%\tabcellsep 2\%\tabcellsep 1\%\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep 1.5(DL+EQYP)\tabcellsep 0,1.45,2.9\tabcellsep -2\%\tabcellsep -1\%\tabcellsep -1\%\tabcellsep -1\%\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep EQXP\tabcellsep 0,1.45,2.9\tabcellsep 8\%\tabcellsep 19\%\tabcellsep 16\%\tabcellsep 9\%\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep EQYP\tabcellsep 0,1.45,2.9\tabcellsep -21\%\tabcellsep -11\%\tabcellsep -10\%\tabcellsep -15\%\end{longtable} \par
 
\caption{\label{tab_15}Table 16 :}\end{figure}
 \begin{figure}[htbp]
\noindent\textbf{17} \par 
\begin{longtable}{P{0.07448453608247423\textwidth}P{0.03943298969072165\textwidth}P{0.10734536082474226\textwidth}P{0.17306701030927835\textwidth}P{0.1533505154639175\textwidth}P{0.07448453608247423\textwidth}P{0.0788659793814433\textwidth}P{0.07667525773195875\textwidth}P{0.0722938144329897\textwidth}}
\tabcellsep \tabcellsep \multicolumn{2}{l}{Column axial forces "P"}\tabcellsep \tabcellsep Struct II\tabcellsep Struct III\tabcellsep Struct IV\tabcellsep Struct V\\
\multicolumn{2}{l}{"Story" "Column"}\tabcellsep "Unique -Name"\tabcellsep "Load Case-Combo"\tabcellsep "Station"m\tabcellsep "P"\tabcellsep "P"\tabcellsep "P"\tabcellsep "P"\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep 1.2(DL+LL+EQXP)\tabcellsep 0,1.45,2.9\tabcellsep 1\%\tabcellsep 3\%\tabcellsep 2\%\tabcellsep 1\%\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep 1.2(DL+LL+EQYP)\tabcellsep 0,1.45,2.9\tabcellsep -2\%\tabcellsep -1\%\tabcellsep -1\%\tabcellsep -1\%\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep 1.5(DL+EQXP)\tabcellsep 0,1.45,2.9\tabcellsep 1\%\tabcellsep 4\%\tabcellsep 3\%\tabcellsep 2\%\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep 1.5(DL+EQYP)\tabcellsep 0,1.45,2.9\tabcellsep -3\%\tabcellsep -1\%\tabcellsep -1\%\tabcellsep -2\%\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep EQXP\tabcellsep 0,1.45,2.9\tabcellsep 8\%\tabcellsep 19\%\tabcellsep 16\%\tabcellsep 9\%\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep EQYP\tabcellsep 0,1.45,2.9\tabcellsep -21\%\tabcellsep -11\%\tabcellsep -10\%\tabcellsep -15\%\end{longtable} \par
 
\caption{\label{tab_16}Table 17 :}\end{figure}
 \begin{figure}[htbp]
\noindent\textbf{18} \par 
\begin{longtable}{P{0.07279596977329975\textwidth}P{0.038539042821158685\textwidth}P{0.1070528967254408\textwidth}P{0.1691435768261965\textwidth}P{0.14987405541561713\textwidth}P{0.08136020151133501\textwidth}P{0.0792191435768262\textwidth}P{0.0792191435768262\textwidth}P{0.07279596977329975\textwidth}}
\tabcellsep \tabcellsep \multicolumn{2}{l}{Column moment forces "M"}\tabcellsep \tabcellsep Struct II\tabcellsep Struct III\tabcellsep Struct IV\tabcellsep Struct V\\
\multicolumn{2}{l}{"Story" "Column"}\tabcellsep "Unique -Name"\tabcellsep "Load Case-Combo"\tabcellsep "Station"m\tabcellsep "M"\tabcellsep "M"\tabcellsep "M"\tabcellsep "M"\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep 1.2(DL+LL+EQXP)\tabcellsep 0,1.45,2.9\tabcellsep 564\%\tabcellsep 4\%\tabcellsep -5\%\tabcellsep 4\%\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep 1.2(DL+LL+EQYP)\tabcellsep 0,1.45,2.9\tabcellsep -54\%\tabcellsep -35\%\tabcellsep -42\%\tabcellsep -46\%\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep 1.5(DL+EQXP)\tabcellsep 0,1.45,2.9\tabcellsep -54\%\tabcellsep 4\%\tabcellsep -1\%\tabcellsep 4\%\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep 1.5(DL+EQYP)\tabcellsep 0,1.45,2.9\tabcellsep -62\%\tabcellsep -39\%\tabcellsep -47\%\tabcellsep -47\%\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep EQXP\tabcellsep 0,1.45,2.9\tabcellsep 0\%\tabcellsep 45\%\tabcellsep 41\%\tabcellsep 44\%\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep EQYP\tabcellsep 0,1.45,2.9\tabcellsep 0\%\tabcellsep 13\%\tabcellsep 8\%\tabcellsep 5\%\end{longtable} \par
 
\caption{\label{tab_17}Table 18 :}\end{figure}
 \begin{figure}[htbp]
\noindent\textbf{19} \par 
\begin{longtable}{P{0.05366161616161616\textwidth}P{0.055808080808080814\textwidth}P{0.10732323232323232\textwidth}P{0.16957070707070707\textwidth}P{0.15025252525252525\textwidth}P{0.08371212121212121\textwidth}P{0.07941919191919192\textwidth}P{0.07727272727272727\textwidth}P{0.07297979797979798\textwidth}}
\tabcellsep \tabcellsep \multicolumn{2}{l}{Column moment forces "M"}\tabcellsep \tabcellsep Struct II\tabcellsep Struct III\tabcellsep Struct IV\tabcellsep Struct V\\
"Story"\tabcellsep "Column"\tabcellsep "Unique -Name"\tabcellsep "Load Case-Combo"\tabcellsep "Station"m\tabcellsep "M"\tabcellsep "M"\tabcellsep "M"\tabcellsep "M"\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep 1.2(DL+LL+EQXP)\tabcellsep 0,1.45,2.9\tabcellsep -187\%\tabcellsep 5\%\tabcellsep 5\%\tabcellsep 5\%\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep 1.2(DL+LL+EQYP)\tabcellsep 0,1.45,2.9\tabcellsep -55\%\tabcellsep -35\%\tabcellsep -34\%\tabcellsep -46\%\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep 1.5(DL+EQXP)\tabcellsep 0,1.45,2.9\tabcellsep -55\%\tabcellsep 5\%\tabcellsep 5\%\tabcellsep 4\%\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep 1.5(DL+EQYP)\tabcellsep 0,1.45,2.9\tabcellsep -62\%\tabcellsep -39\%\tabcellsep -38\%\tabcellsep -47\%\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep EQXP\tabcellsep 0,1.45,2.9\tabcellsep 0\%\tabcellsep 45\%\tabcellsep 45\%\tabcellsep 44\%\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep EQYP\tabcellsep 0,1.45,2.9\tabcellsep 0\%\tabcellsep 13\%\tabcellsep 13\%\tabcellsep 5\%\end{longtable} \par
 
\caption{\label{tab_18}Table 19 :}\end{figure}
 \begin{figure}[htbp]
\noindent\textbf{20} \par 
\begin{longtable}{P{0.07279596977329975\textwidth}P{0.038539042821158685\textwidth}P{0.1070528967254408\textwidth}P{0.1691435768261965\textwidth}P{0.14987405541561713\textwidth}P{0.08350125944584383\textwidth}P{0.0792191435768262\textwidth}P{0.07707808564231737\textwidth}P{0.07279596977329975\textwidth}}
\tabcellsep \tabcellsep \multicolumn{2}{l}{Column moment forces "M"}\tabcellsep \tabcellsep Struct II\tabcellsep Struct III\tabcellsep Struct IV\tabcellsep Struct V\\
\multicolumn{2}{l}{"Story" "Column"}\tabcellsep "Unique -Name"\tabcellsep "Load Case-Combo"\tabcellsep "Station"m\tabcellsep "M"\tabcellsep "M"\tabcellsep "M"\tabcellsep "M"\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep 1.2(DL+LL+EQXP)\tabcellsep 0,1.45,2.9\tabcellsep -127\%\tabcellsep 6\%\tabcellsep 5\%\tabcellsep 5\%\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep 1.2(DL+LL+EQYP)\tabcellsep 0,1.45,2.9\tabcellsep -55\%\tabcellsep -35\%\tabcellsep -34\%\tabcellsep -46\%\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep 1.5(DL+EQXP)\tabcellsep 0,1.45,2.9\tabcellsep -55\%\tabcellsep 6\%\tabcellsep 6\%\tabcellsep 5\%\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep 1.5(DL+EQYP)\tabcellsep 0,1.45,2.9\tabcellsep -62\%\tabcellsep -39\%\tabcellsep -38\%\tabcellsep -47\%\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep EQXP\tabcellsep 0,1.45,2.9\tabcellsep 0\%\tabcellsep 45\%\tabcellsep 45\%\tabcellsep 44\%\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep EQYP\tabcellsep 0,1.45,2.9\tabcellsep 0\%\tabcellsep 13\%\tabcellsep 13\%\tabcellsep 5\%\end{longtable} \par
 
\caption{\label{tab_19}Table 20 :}\end{figure}
 \begin{figure}[htbp]
\noindent\textbf{21} \par 
\begin{longtable}{P{0.07135802469135802\textwidth}P{0.03777777777777778\textwidth}P{0.1028395061728395\textwidth}P{0.16580246913580246\textwidth}P{0.14691358024691356\textwidth}P{0.0839506172839506\textwidth}P{0.08185185185185186\textwidth}P{0.07555555555555556\textwidth}P{0.0839506172839506\textwidth}}
\tabcellsep \tabcellsep \multicolumn{2}{l}{Column shear forces "V"}\tabcellsep \tabcellsep Struct II\tabcellsep Struct III\tabcellsep Struct IV\tabcellsep Struct V\\
\multicolumn{2}{l}{"Story" "Column"}\tabcellsep "Unique -Name"\tabcellsep "Load Case-Combo"\tabcellsep "Station"m\tabcellsep "V"\tabcellsep "V"\tabcellsep "V"\tabcellsep "V"\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep 1.2(DL+LL+EQXP)\tabcellsep 0,1.45,2.9\tabcellsep -17\%\tabcellsep 14\%\tabcellsep 1\%\tabcellsep -20\%\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep 1.2(DL+LL+EQYP)\tabcellsep 0,1.45,2.9\tabcellsep 215\%\tabcellsep 175\%\tabcellsep 191\%\tabcellsep -599\%\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep 1.5(DL+EQXP)\tabcellsep 0,1.45,2.9\tabcellsep -12\%\tabcellsep 20\%\tabcellsep 8\%\tabcellsep -18\%\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep 1.5(DL+EQYP)\tabcellsep 0,1.45,2.9\tabcellsep 166\%\tabcellsep 148\%\tabcellsep 155\%\tabcellsep 955\%\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep EQXP\tabcellsep 0,1.45,2.9\tabcellsep 13\%\tabcellsep 41\%\tabcellsep 30\%\tabcellsep -5\%\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep EQYP\tabcellsep 0,1.45,2.9\tabcellsep 83\%\tabcellsep 86\%\tabcellsep 85\%\tabcellsep 64\%\end{longtable} \par
 
\caption{\label{tab_20}Table 21 :}\end{figure}
 \begin{figure}[htbp]
\noindent\textbf{22} \par 
\begin{longtable}{P{0.07118226600985221\textwidth}P{0.037684729064039406\textwidth}P{0.10258620689655172\textwidth}P{0.16539408866995076\textwidth}P{0.14655172413793105\textwidth}P{0.08165024630541871\textwidth}P{0.08165024630541871\textwidth}P{0.07955665024630541\textwidth}P{0.08374384236453201\textwidth}}
\tabcellsep \tabcellsep \multicolumn{2}{l}{Column shear forces "V"}\tabcellsep \tabcellsep Struct II\tabcellsep Struct III\tabcellsep Struct IV\tabcellsep Struct V\\
\multicolumn{2}{l}{"Story" "Column"}\tabcellsep "Unique -Name"\tabcellsep "Load Case-Combo"\tabcellsep "Station"m\tabcellsep "V"\tabcellsep "V"\tabcellsep "V"\tabcellsep "V"\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep 1.2(DL+LL+EQXP)\tabcellsep 0,1.45,2.9\tabcellsep -10\%\tabcellsep 21\%\tabcellsep 14\%\tabcellsep -17\%\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep 1.2(DL+LL+EQYP)\tabcellsep 0,1.45,2.9\tabcellsep 173\%\tabcellsep 152\%\tabcellsep 157\%\tabcellsep 2154\%\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep 1.5(DL+EQXP)\tabcellsep 0,1.45,2.9\tabcellsep -5\%\tabcellsep 26\%\tabcellsep 18\%\tabcellsep -15\%\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep 1.5(DL+EQYP)\tabcellsep 0,1.45,2.9\tabcellsep 142\%\tabcellsep 132\%\tabcellsep 134\%\tabcellsep 325\%\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep EQXP\tabcellsep 0,1.45,2.9\tabcellsep 13\%\tabcellsep 41\%\tabcellsep 34\%\tabcellsep -5\%\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep EQYP\tabcellsep 0,1.45,2.9\tabcellsep 83\%\tabcellsep 86\%\tabcellsep 86\%\tabcellsep 64\%\end{longtable} \par
 
\caption{\label{tab_21}Table 22 :}\end{figure}
 \begin{figure}[htbp]
\noindent\textbf{23} \par 
\begin{longtable}{P{0.07153465346534654\textwidth}P{0.03787128712871287\textwidth}P{0.10309405940594059\textwidth}P{0.16621287128712872\textwidth}P{0.14727722772277227\textwidth}P{0.07995049504950495\textwidth}P{0.08205445544554456\textwidth}P{0.07995049504950495\textwidth}P{0.08205445544554456\textwidth}}
\tabcellsep \tabcellsep \multicolumn{2}{l}{Column shear forces "V"}\tabcellsep \tabcellsep Struct II\tabcellsep Struct III\tabcellsep Struct IV\tabcellsep Struct V\\
\multicolumn{2}{l}{"Story" "Column"}\tabcellsep "Unique -Name"\tabcellsep "Load Case-Combo"\tabcellsep "Station"m\tabcellsep "V"\tabcellsep "V"\tabcellsep "V"\tabcellsep "V"\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep 1.2(DL+LL+EQXP)\tabcellsep 0,1.45,2.9\tabcellsep -6\%\tabcellsep 25\%\tabcellsep 18\%\tabcellsep -15\%\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep 1.2(DL+LL+EQYP)\tabcellsep 0,1.45,2.9\tabcellsep 154\%\tabcellsep 140\%\tabcellsep 143\%\tabcellsep 521\%\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep 1.5(DL+EQXP)\tabcellsep 0,1.45,2.9\tabcellsep -2\%\tabcellsep 29\%\tabcellsep 21\%\tabcellsep -13\%\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep 1.5(DL+EQYP)\tabcellsep 0,1.45,2.9\tabcellsep 131\%\tabcellsep 124\%\tabcellsep 125\%\tabcellsep 226\%\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep EQXP\tabcellsep 0,1.45,2.9\tabcellsep 13\%\tabcellsep 41\%\tabcellsep 34\%\tabcellsep -5\%\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep EQYP\tabcellsep 0,1.45,2.9\tabcellsep 83\%\tabcellsep 86\%\tabcellsep 86\%\tabcellsep 64\%\end{longtable} \par
 
\caption{\label{tab_22}Table 23 :}\end{figure}
 \begin{figure}[htbp]
\noindent\textbf{24} \par 
\begin{longtable}{P{0.07526041666666666\textwidth}P{0.03984375\textwidth}P{0.11067708333333334\textwidth}P{0.19921875\textwidth}P{0.1328125\textwidth}P{0.09296875\textwidth}P{0.06861979166666667\textwidth}P{0.06640625\textwidth}P{0.06419270833333333\textwidth}}
\tabcellsep \tabcellsep \multicolumn{2}{l}{Column torsion forces "T"}\tabcellsep \tabcellsep Struct II\tabcellsep Struct III\tabcellsep Struct IV\tabcellsep Struct V\\
\multicolumn{2}{l}{"Story" "Column"}\tabcellsep "Unique-Name"\tabcellsep \multicolumn{2}{l}{"Load Case-Combo" "Station"m}\tabcellsep "T"\tabcellsep "T"\tabcellsep "T"\tabcellsep "T"\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep 1.2(DL+LL+EQXP)\tabcellsep 0,1.45,2.9\tabcellsep -42\%\tabcellsep 7\%\tabcellsep 2\%\tabcellsep 5\%\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep 1.2(DL+LL+EQYP)\tabcellsep 0,1.45,2.9\tabcellsep -42\%\tabcellsep 7\%\tabcellsep 2\%\tabcellsep 7\%\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep 1.5(DL+EQXP)\tabcellsep 0,1.45,2.9\tabcellsep -42\%\tabcellsep 7\%\tabcellsep 2\%\tabcellsep 5\%\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep 1.5(DL+EQYP)\tabcellsep 0,1.45,2.9\tabcellsep -42\%\tabcellsep 7\%\tabcellsep 2\%\tabcellsep 7\%\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep EQXP\tabcellsep 0,1.45,2.9\tabcellsep -42\%\tabcellsep 7\%\tabcellsep 1\%\tabcellsep 5\%\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep EQYP\tabcellsep 0,1.45,2.9\tabcellsep -41\%\tabcellsep 8\%\tabcellsep 2\%\tabcellsep 7\%\end{longtable} \par
 
\caption{\label{tab_23}Table 24 :}\end{figure}
 \begin{figure}[htbp]
\noindent\textbf{25} \par 
\begin{longtable}{P{0.0660737812911726\textwidth}P{0.040316205533596834\textwidth}P{0.1142292490118577\textwidth}P{0.1769433465085639\textwidth}P{0.15678524374176547\textwidth}P{0.09407114624505929\textwidth}P{0.069433465085639\textwidth}P{0.06719367588932806\textwidth}P{0.06495388669301712\textwidth}}
\tabcellsep \tabcellsep \multicolumn{2}{l}{Column torsion forces "T"}\tabcellsep \tabcellsep Struct II\tabcellsep Struct III\tabcellsep Struct IV\tabcellsep Struct V\\
\multicolumn{2}{l}{"Story" "Column"}\tabcellsep "Unique -Name"\tabcellsep "Load Case-Combo"\tabcellsep "Station"m\tabcellsep "T"\tabcellsep "T"\tabcellsep "T"\tabcellsep "T"\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep 1.2(DL+LL+EQXP)\tabcellsep 0,1.45,2.9\tabcellsep -42\%\tabcellsep 7\%\tabcellsep 7\%\tabcellsep 5\%\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep 1.2(DL+LL+EQYP)\tabcellsep 0,1.45,2.9\tabcellsep -42\%\tabcellsep 7\%\tabcellsep 8\%\tabcellsep 7\%\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep 1.5(DL+EQXP)\tabcellsep 0,1.45,2.9\tabcellsep -42\%\tabcellsep 7\%\tabcellsep 7\%\tabcellsep 5\%\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep 1.5(DL+EQYP)\tabcellsep 0,1.45,2.9\tabcellsep -42\%\tabcellsep 7\%\tabcellsep 8\%\tabcellsep 7\%\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep EQXP\tabcellsep 0,1.45,2.9\tabcellsep -42\%\tabcellsep 7\%\tabcellsep 7\%\tabcellsep 5\%\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep EQYP\tabcellsep 0,1.45,2.9\tabcellsep -41\%\tabcellsep 8\%\tabcellsep 8\%\tabcellsep 7\%\\
\tabcellsep \tabcellsep \multicolumn{2}{l}{Column torsion forces "T"}\tabcellsep \tabcellsep Struct II\tabcellsep Struct III\tabcellsep Struct IV\tabcellsep Struct V\\
"Story"\tabcellsep \tabcellsep "Unique -Name"\tabcellsep "Load Case-Combo"\tabcellsep "Station"m\tabcellsep "T"\tabcellsep "T"\tabcellsep "T"\tabcellsep "T"\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep 1.2(DL+LL+EQXP)\tabcellsep 0,1.45,2.9\tabcellsep -42\%\tabcellsep 7\%\tabcellsep 7\%\tabcellsep 5\%\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep 1.2(DL+LL+EQYP)\tabcellsep 0,1.45,2.9\tabcellsep -42\%\tabcellsep 7\%\tabcellsep 8\%\tabcellsep 7\%\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep 1.5(DL+EQXP)\tabcellsep 0,1.45,2.9\tabcellsep -42\%\tabcellsep 7\%\tabcellsep 7\%\tabcellsep 5\%\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep 1.5(DL+EQYP)\tabcellsep 0,1.45,2.9\tabcellsep -42\%\tabcellsep 7\%\tabcellsep 8\%\tabcellsep 7\%\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep EQXP\tabcellsep 0,1.45,2.9\tabcellsep -42\%\tabcellsep 7\%\tabcellsep 7\%\tabcellsep 5\%\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep EQYP\tabcellsep 0,1.45,2.9\tabcellsep -41\%\tabcellsep 8\%\tabcellsep 8\%\tabcellsep 7\%\end{longtable} \par
 
\caption{\label{tab_24}Table 25 :}\end{figure}
 \begin{figure}[htbp]
\noindent\textbf{27} \par 
\begin{longtable}{P{0.08837920489296636\textwidth}P{0.06758409785932722\textwidth}P{0.12477064220183487\textwidth}P{0.20535168195718653\textwidth}P{0.1819571865443425\textwidth}P{0.09357798165137615\textwidth}P{0.08837920489296636\textwidth}}
\tabcellsep "Column"\tabcellsep \tabcellsep \tabcellsep \tabcellsep \tabcellsep \\
\tabcellsep \tabcellsep \multicolumn{2}{l}{Column Axial Forces "P"}\tabcellsep \tabcellsep "Medium soil"\tabcellsep "Hard soil"\\
\multicolumn{2}{l}{"Story" "Column"}\tabcellsep "Unique-Name"\tabcellsep "Load Case-Combo"\tabcellsep "Station"m\tabcellsep "P"\tabcellsep "P"\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep 1.2(DL+LL+EQXP)\tabcellsep 0,1.45,2.9\tabcellsep 3\%\tabcellsep 6\%\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep 1.2(DL+LL+EQYP)\tabcellsep 0,1.45,2.9\tabcellsep 2\%\tabcellsep 4\%\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep 1.5(DL+EQXP)\tabcellsep 0,1.45,2.9\tabcellsep 4\%\tabcellsep 7\%\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep 1.5(DL+EQYP)\tabcellsep 0,1.45,2.9\tabcellsep 3\%\tabcellsep 5\%\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep EQXP\tabcellsep 0,1.45,2.9\tabcellsep 26\%\tabcellsep 40\%\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep EQYP\tabcellsep 0,1.45,2.9\tabcellsep 26\%\tabcellsep 40\%\end{longtable} \par
 
\caption{\label{tab_25}Table 27 :}\end{figure}
 \begin{figure}[htbp]
\noindent\textbf{26} \par 
\begin{longtable}{P{0.85\textwidth}}
Year 2023\\
21\\
Volume Xx XIII Issue III V ersion I\\
( ) E\\
Global Journal of Researches in Engineering\\
© 2023 Global Journ als\end{longtable} \par
 
\caption{\label{tab_26}Table 26 :}\end{figure}
 \begin{figure}[htbp]
\noindent\textbf{28} \par 
\begin{longtable}{P{0.09031249999999999\textwidth}P{0.0478125\textwidth}P{0.1275\textwidth}P{0.20984375\textwidth}P{0.1859375\textwidth}P{0.1275\textwidth}P{0.061093749999999995\textwidth}}
\tabcellsep \tabcellsep \multicolumn{2}{l}{Column Axial Forces "P"}\tabcellsep \tabcellsep \multicolumn{2}{l}{"Medium soil" "Hard soil"}\\
\multicolumn{2}{l}{"Story" "Column"}\tabcellsep "Unique-Name"\tabcellsep "Load Case-Combo"\tabcellsep "Station"m\tabcellsep "P"\tabcellsep "P"\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep 1.2(DL+LL+EQXP)\tabcellsep 0,1.45,2.9\tabcellsep 3\%\tabcellsep 6\%\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep 1.2(DL+LL+EQYP)\tabcellsep 0,1.45,2.9\tabcellsep 2\%\tabcellsep 4\%\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep 1.5(DL+EQXP)\tabcellsep 0,1.45,2.9\tabcellsep 4\%\tabcellsep 7\%\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep 1.5(DL+EQYP)\tabcellsep 0,1.45,2.9\tabcellsep 2\%\tabcellsep 4\%\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep EQXP\tabcellsep 0,1.45,2.9\tabcellsep 26\%\tabcellsep 40\%\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep EQYP\tabcellsep 0,1.45,2.9\tabcellsep 26\%\tabcellsep 40\%\end{longtable} \par
 
\caption{\label{tab_27}Table 28 :}\end{figure}
 \begin{figure}[htbp]
\noindent\textbf{29} \par 
\begin{longtable}{P{0.06682389937106918\textwidth}P{0.06949685534591195\textwidth}P{0.12830188679245283\textwidth}P{0.21116352201257862\textwidth}P{0.18710691823899372\textwidth}P{0.09622641509433963\textwidth}P{0.0908805031446541\textwidth}}
\tabcellsep \tabcellsep \multicolumn{2}{l}{Column Axial Forces "P"}\tabcellsep \tabcellsep "Medium soil"\tabcellsep "Hard soil"\\
"Story"\tabcellsep "Column"\tabcellsep "Unique-Name"\tabcellsep "Load Case-Combo"\tabcellsep "Station"m\tabcellsep "P"\tabcellsep "P"\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep 1.2(DL+LL+EQXP)\tabcellsep 0,1.45,2.9\tabcellsep 4\%\tabcellsep 7\%\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep 1.2(DL+LL+EQYP)\tabcellsep 0,1.45,2.9\tabcellsep 2\%\tabcellsep 4\%\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep 1.5(DL+EQXP)\tabcellsep 0,1.45,2.9\tabcellsep 4\%\tabcellsep 8\%\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep 1.5(DL+EQYP)\tabcellsep 0,1.45,2.9\tabcellsep 3\%\tabcellsep 5\%\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep EQXP\tabcellsep 0,1.45,2.9\tabcellsep 26\%\tabcellsep 40\%\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep EQYP\tabcellsep 0,1.45,2.9\tabcellsep 26\%\tabcellsep 40\%\end{longtable} \par
 
\caption{\label{tab_28}Table 29 :}\end{figure}
 \begin{figure}[htbp]
\noindent\textbf{30} \par 
\begin{longtable}{P{0.09059561128526646\textwidth}P{0.04796238244514107\textwidth}P{0.12789968652037617\textwidth}P{0.2105015673981191\textwidth}P{0.1865203761755486\textwidth}P{0.09592476489028214\textwidth}P{0.09059561128526646\textwidth}}
\tabcellsep \tabcellsep \multicolumn{2}{l}{Column Axial Forces "P"}\tabcellsep \tabcellsep "Medium soil"\tabcellsep "Hard soil"\\
\multicolumn{2}{l}{"Story" "Column"}\tabcellsep "Unique-Name"\tabcellsep "Load Case-Combo"\tabcellsep "Station"m\tabcellsep "P"\tabcellsep "P"\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep 1.2(DL+LL+EQXP)\tabcellsep 0,1.45,2.9\tabcellsep 4\%\tabcellsep 7\%\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep 1.2(DL+LL+EQYP)\tabcellsep 0,1.45,2.9\tabcellsep 3\%\tabcellsep 4\%\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep 1.5(DL+EQXP)\tabcellsep 0,1.45,2.9\tabcellsep 5\%\tabcellsep 8\%\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep 1.5(DL+EQYP)\tabcellsep 0,1.45,2.9\tabcellsep 3\%\tabcellsep 5\%\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep EQXP\tabcellsep 0,1.45,2.9\tabcellsep 31\%\tabcellsep 44\%\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep EQYP\tabcellsep 0,1.45,2.9\tabcellsep 31\%\tabcellsep 44\%\end{longtable} \par
 
\caption{\label{tab_29}Table 30 :}\end{figure}
 \begin{figure}[htbp]
\noindent\textbf{31} \par 
\begin{longtable}{P{0.06682389937106918\textwidth}P{0.06949685534591195\textwidth}P{0.12830188679245283\textwidth}P{0.21116352201257862\textwidth}P{0.18710691823899372\textwidth}P{0.09622641509433963\textwidth}P{0.0908805031446541\textwidth}}
\tabcellsep \tabcellsep \multicolumn{2}{l}{Column Axial Forces "P"}\tabcellsep \tabcellsep "Medium soil"\tabcellsep "Hard soil"\\
"Story"\tabcellsep "Column"\tabcellsep "Unique-Name"\tabcellsep "Load Case-Combo"\tabcellsep "Station"m\tabcellsep "P"\tabcellsep "P"\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep 1.2(DL+LL+EQXP)\tabcellsep 0,1.45,2.9\tabcellsep 3\%\tabcellsep 6\%\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep 1.2(DL+LL+EQYP)\tabcellsep 0,1.45,2.9\tabcellsep 2\%\tabcellsep 4\%\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep 1.5(DL+EQXP)\tabcellsep 0,1.45,2.9\tabcellsep 4\%\tabcellsep 7\%\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep 1.5(DL+EQYP)\tabcellsep 0,1.45,2.9\tabcellsep 3\%\tabcellsep 5\%\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep EQXP\tabcellsep 0,1.45,2.9\tabcellsep 26\%\tabcellsep 40\%\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep EQYP\tabcellsep 0,1.45,2.9\tabcellsep 26\%\tabcellsep 40\%\end{longtable} \par
 
\caption{\label{tab_30}Table 31 :}\end{figure}
 \begin{figure}[htbp]
\noindent\textbf{32} \par 
\begin{longtable}{P{0.08731117824773414\textwidth}P{0.04622356495468278\textwidth}P{0.12583081570996976\textwidth}P{0.20287009063444109\textwidth}P{0.17975830815709967\textwidth}P{0.1052870090634441\textwidth}P{0.1027190332326284\textwidth}}
\tabcellsep \tabcellsep \multicolumn{2}{l}{Column Moment Forces "M"}\tabcellsep \tabcellsep "Medium soil"\tabcellsep "Hard soil"\\
\multicolumn{2}{l}{"Story" "Column"}\tabcellsep "Unique-Name"\tabcellsep "Load Case-Combo"\tabcellsep "Station"m\tabcellsep "M"\tabcellsep "M"\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep 1.2(DL+LL+EQXP)\tabcellsep 0,1.45,2.9\tabcellsep 20\%\tabcellsep 32\%\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep 1.2(DL+LL+EQYP)\tabcellsep 0,1.45,2.9\tabcellsep -7\%\tabcellsep -14\%\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep 1.5(DL+EQXP)\tabcellsep 0,1.45,2.9\tabcellsep 21\%\tabcellsep 34\%\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep 1.5(DL+EQYP)\tabcellsep 0,1.45,2.9\tabcellsep -11\%\tabcellsep -23\%\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep EQXP\tabcellsep 0,1.45,2.9\tabcellsep 26\%\tabcellsep 40\%\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep EQYP\tabcellsep 0,1.45,2.9\tabcellsep 26\%\tabcellsep 40\%\end{longtable} \par
 
\caption{\label{tab_31}Table 32 :}\end{figure}
 \begin{figure}[htbp]
\noindent\textbf{33} \par 
\begin{longtable}{P{0.08810975609756097\textwidth}P{0.046646341463414634\textwidth}P{0.12698170731707317\textwidth}P{0.20472560975609755\textwidth}P{0.18140243902439024\textwidth}P{0.10365853658536585\textwidth}P{0.09847560975609757\textwidth}}
\tabcellsep \tabcellsep \multicolumn{2}{l}{Column Moment Forces "M"}\tabcellsep \tabcellsep "Medium soil"\tabcellsep "Hard soil"\\
\multicolumn{2}{l}{"Story" "Column"}\tabcellsep "Unique-Name"\tabcellsep "Load Case-Combo"\tabcellsep "Station"m\tabcellsep "M"\tabcellsep "M"\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep 1.2(DL+LL+EQXP)\tabcellsep 0,1.45,2.9\tabcellsep 25\%\tabcellsep 38\%\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep 1.2(DL+LL+EQYP)\tabcellsep 0,1.45,2.9\tabcellsep 32\%\tabcellsep 46\%\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep 1.5(DL+EQXP)\tabcellsep 0,1.45,2.9\tabcellsep 26\%\tabcellsep 39\%\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep 1.5(DL+EQYP)\tabcellsep 0,1.45,2.9\tabcellsep 29\%\tabcellsep 43\%\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep EQXP\tabcellsep 0,1.45,2.9\tabcellsep 26\%\tabcellsep 40\%\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep EQYP\tabcellsep 0,1.45,2.9\tabcellsep 26\%\tabcellsep 40\%\end{longtable} \par
 
\caption{\label{tab_32}Table 33 :}\end{figure}
 \begin{figure}[htbp]
\noindent\textbf{34} \par 
\begin{longtable}{P{0.08810975609756097\textwidth}P{0.10884146341463415\textwidth}P{0.06478658536585366\textwidth}P{0.20472560975609755\textwidth}P{0.18140243902439024\textwidth}P{0.10365853658536585\textwidth}P{0.09847560975609757\textwidth}}
\tabcellsep \multicolumn{3}{l}{Column Moment Forces "M"}\tabcellsep \tabcellsep "Medium soil"\tabcellsep "Hard soil"\\
\multicolumn{2}{l}{"Story" "Column"}\tabcellsep "Unique-Name"\tabcellsep "Load Case-Combo"\tabcellsep "Station"m\tabcellsep "M"\tabcellsep "M"\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep 1.2(DL+LL+EQXP)\tabcellsep 0,1.45,2.9\tabcellsep 27\%\tabcellsep 40\%\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep 1.2(DL+LL+EQYP)\tabcellsep 0,1.45,2.9\tabcellsep 26\%\tabcellsep 40\%\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep 1.5(DL+EQXP)\tabcellsep 0,1.45,2.9\tabcellsep 27\%\tabcellsep 41\%\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep 1.5(DL+EQYP)\tabcellsep 0,1.45,2.9\tabcellsep 25\%\tabcellsep 39\%\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep EQXP\tabcellsep 0,1.45,2.9\tabcellsep 26\%\tabcellsep 40\%\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep EQYP\tabcellsep 0,1.45,2.9\tabcellsep 26\%\tabcellsep 40\%\end{longtable} \par
 
\caption{\label{tab_33}Table 34 :}\end{figure}
 \begin{figure}[htbp]
\noindent\textbf{35} \par 
\begin{longtable}{P{0.08810975609756097\textwidth}P{0.10884146341463415\textwidth}P{0.06478658536585366\textwidth}P{0.20472560975609755\textwidth}P{0.18140243902439024\textwidth}P{0.10365853658536585\textwidth}P{0.09847560975609757\textwidth}}
\tabcellsep \multicolumn{3}{l}{Column Moment Forces "M"}\tabcellsep \tabcellsep "Medium soil"\tabcellsep "Hard soil"\\
\multicolumn{2}{l}{"Story" "Column"}\tabcellsep "Unique-Name"\tabcellsep "Load Case-Combo"\tabcellsep "Station"m\tabcellsep "M"\tabcellsep "M"\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep 1.2(DL+LL+EQXP)\tabcellsep 0,1.45,2.9\tabcellsep 30\%\tabcellsep 43\%\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep 1.2(DL+LL+EQYP)\tabcellsep 0,1.45,2.9\tabcellsep 33\%\tabcellsep 46\%\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep 1.5(DL+EQXP)\tabcellsep 0,1.45,2.9\tabcellsep 31\%\tabcellsep 43\%\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep 1.5(DL+EQYP)\tabcellsep 0,1.45,2.9\tabcellsep 31\%\tabcellsep 44\%\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep EQXP\tabcellsep 0,1.45,2.9\tabcellsep 31\%\tabcellsep 44\%\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep EQYP\tabcellsep 0,1.45,2.9\tabcellsep 31\%\tabcellsep 44\%\end{longtable} \par
 
\caption{\label{tab_34}Table 35 :}\end{figure}
 \begin{figure}[htbp]
\noindent\textbf{36} \par 
\begin{longtable}{P{0.08757575757575757\textwidth}P{0.04636363636363636\textwidth}P{0.12621212121212122\textwidth}P{0.20348484848484846\textwidth}P{0.1803030303030303\textwidth}P{0.1056060606060606\textwidth}P{0.10045454545454545\textwidth}}
\tabcellsep \tabcellsep \multicolumn{2}{l}{Column Moment Forces "M"}\tabcellsep \tabcellsep "Medium soil"\tabcellsep "Hard soil"\\
\multicolumn{2}{l}{"Story" "Column"}\tabcellsep "Unique-Name"\tabcellsep "Load Case-Combo"\tabcellsep "Station"m\tabcellsep "M"\tabcellsep "M"\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep 1.2(DL+LL+EQXP)\tabcellsep 0,1.45,2.9\tabcellsep 22\%\tabcellsep 35\%\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep 1.2(DL+LL+EQYP)\tabcellsep 0,1.45,2.9\tabcellsep 415\%\tabcellsep 169\%\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep 1.5(DL+EQXP)\tabcellsep 0,1.45,2.9\tabcellsep 23\%\tabcellsep 36\%\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep 1.5(DL+EQYP)\tabcellsep 0,1.45,2.9\tabcellsep 71\%\tabcellsep 82\%\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep EQXP\tabcellsep 0,1.45,2.9\tabcellsep 26\%\tabcellsep 40\%\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep EQYP\tabcellsep 0,1.45,2.9\tabcellsep 26\%\tabcellsep 40\%\end{longtable} \par
 
\caption{\label{tab_35}Table 36 :}\end{figure}
 \begin{figure}[htbp]
\noindent\textbf{37} \par 
\begin{longtable}{P{0.08837920489296636\textwidth}P{0.046788990825688076\textwidth}P{0.12477064220183487\textwidth}P{0.20535168195718653\textwidth}P{0.1819571865443425\textwidth}P{0.10397553516819572\textwidth}P{0.09877675840978593\textwidth}}
\tabcellsep \tabcellsep \multicolumn{2}{l}{Column Shear Forces "V"}\tabcellsep \tabcellsep "Medium soil"\tabcellsep "Hard soil"\\
\multicolumn{2}{l}{"Story" "Column"}\tabcellsep "Unique-Name"\tabcellsep "Load Case-Combo"\tabcellsep "Station"m\tabcellsep "V"\tabcellsep "V"\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep 1.2(DL+LL+EQXP)\tabcellsep 0,1.45,2.9\tabcellsep 30\%\tabcellsep 44\%\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep 1.2(DL+LL+EQYP)\tabcellsep 0,1.45,2.9\tabcellsep 26\%\tabcellsep 40\%\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep 1.5(DL+EQXP)\tabcellsep 0,1.45,2.9\tabcellsep 29\%\tabcellsep 42\%\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep 1.5(DL+EQYP)\tabcellsep 0,1.45,2.9\tabcellsep 26\%\tabcellsep 40\%\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep EQXP\tabcellsep 0,1.45,2.9\tabcellsep 26\%\tabcellsep 40\%\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep EQYP\tabcellsep 0,1.45,2.9\tabcellsep 26\%\tabcellsep 40\%\end{longtable} \par
 
\caption{\label{tab_36}Table 37 :}\end{figure}
 \begin{figure}[htbp]
\noindent\textbf{38} \par 
\begin{longtable}{P{0.08837920489296636\textwidth}P{0.046788990825688076\textwidth}P{0.12477064220183487\textwidth}P{0.20535168195718653\textwidth}P{0.1819571865443425\textwidth}P{0.10397553516819572\textwidth}P{0.09877675840978593\textwidth}}
\tabcellsep \tabcellsep \multicolumn{2}{l}{Column Shear Forces "V"}\tabcellsep \tabcellsep "Medium soil"\tabcellsep "Hard soil"\\
\multicolumn{2}{l}{"Story" "Column"}\tabcellsep "Unique-Name"\tabcellsep "Load Case-Combo"\tabcellsep "Station"m\tabcellsep "V"\tabcellsep "V"\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep 1.2(DL+LL+EQXP)\tabcellsep 0,1.45,2.9\tabcellsep 56\%\tabcellsep 61\%\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep 1.2(DL+LL+EQYP)\tabcellsep 0,1.45,2.9\tabcellsep 26\%\tabcellsep 40\%\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep 1.5(DL+EQXP)\tabcellsep 0,1.45,2.9\tabcellsep 40\%\tabcellsep 52\%\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep 1.5(DL+EQYP)\tabcellsep 0,1.45,2.9\tabcellsep 26\%\tabcellsep 40\%\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep EQXP\tabcellsep 0,1.45,2.9\tabcellsep 26\%\tabcellsep 40\%\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep EQYP\tabcellsep 0,1.45,2.9\tabcellsep 26\%\tabcellsep 40\%\end{longtable} \par
 
\caption{\label{tab_37}Table 38 :}\end{figure}
 \begin{figure}[htbp]
\noindent\textbf{39} \par 
\begin{longtable}{P{0.08837920489296636\textwidth}P{0.046788990825688076\textwidth}P{0.12477064220183487\textwidth}P{0.20535168195718653\textwidth}P{0.1819571865443425\textwidth}P{0.10397553516819572\textwidth}P{0.09877675840978593\textwidth}}
\tabcellsep \tabcellsep \multicolumn{2}{l}{Column Shear Forces "V"}\tabcellsep \tabcellsep "Medium soil"\tabcellsep "Hard soil"\\
\multicolumn{2}{l}{"Story" "Column"}\tabcellsep "Unique-Name"\tabcellsep "Load Case-Combo"\tabcellsep "Station"m\tabcellsep "V"\tabcellsep "V"\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep 1.2(DL+LL+EQXP)\tabcellsep 0,1.45,2.9\tabcellsep 31\%\tabcellsep 45\%\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep 1.2(DL+LL+EQYP)\tabcellsep 0,1.45,2.9\tabcellsep 26\%\tabcellsep 40\%\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep 1.5(DL+EQXP)\tabcellsep 0,1.45,2.9\tabcellsep 29\%\tabcellsep 43\%\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep 1.5(DL+EQYP)\tabcellsep 0,1.45,2.9\tabcellsep 26\%\tabcellsep 40\%\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep EQXP\tabcellsep 0,1.45,2.9\tabcellsep 26\%\tabcellsep 40\%\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep EQYP\tabcellsep 0,1.45,2.9\tabcellsep 26\%\tabcellsep 40\%\end{longtable} \par
 
\caption{\label{tab_38}Table 39 :}\end{figure}
 \begin{figure}[htbp]
\noindent\textbf{40} \par 
\begin{longtable}{P{0.08837920489296636\textwidth}P{0.046788990825688076\textwidth}P{0.12477064220183487\textwidth}P{0.20535168195718653\textwidth}P{0.1819571865443425\textwidth}P{0.10397553516819572\textwidth}P{0.09877675840978593\textwidth}}
\tabcellsep \tabcellsep \multicolumn{2}{l}{Column Shear Forces "V"}\tabcellsep \tabcellsep "Medium soil"\tabcellsep "Hard soil"\\
\multicolumn{2}{l}{"Story" "Column"}\tabcellsep "Unique-Name"\tabcellsep "Load Case-Combo"\tabcellsep "Station"m\tabcellsep "V"\tabcellsep "V"\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep 1.2(DL+LL+EQXP)\tabcellsep 0,1.45,2.9\tabcellsep 36\%\tabcellsep 48\%\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep 1.2(DL+LL+EQYP)\tabcellsep 0,1.45,2.9\tabcellsep 31\%\tabcellsep 43\%\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep 1.5(DL+EQXP)\tabcellsep 0,1.45,2.9\tabcellsep 34\%\tabcellsep 47\%\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep 1.5(DL+EQYP)\tabcellsep 0,1.45,2.9\tabcellsep 31\%\tabcellsep 43\%\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep EQXP\tabcellsep 0,1.45,2.9\tabcellsep 31\%\tabcellsep 44\%\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep EQYP\tabcellsep 0,1.45,2.9\tabcellsep 31\%\tabcellsep 44\%\end{longtable} \par
 
\caption{\label{tab_39}Table 40 :}\end{figure}
 \begin{figure}[htbp]
\noindent\textbf{41} \par 
\begin{longtable}{P{0.0651840490797546\textwidth}P{0.06779141104294478\textwidth}P{0.12515337423312883\textwidth}P{0.20598159509202452\textwidth}P{0.18251533742331288\textwidth}P{0.10429447852760736\textwidth}P{0.09907975460122699\textwidth}}
\tabcellsep \tabcellsep \multicolumn{2}{l}{Column Shear Forces "V"}\tabcellsep \tabcellsep "Medium soil"\tabcellsep "Hard soil"\\
"Story"\tabcellsep "Column"\tabcellsep "Unique-Name"\tabcellsep "Load Case-Combo"\tabcellsep "Station"m\tabcellsep "V"\tabcellsep "V"\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep 1.2(DL+LL+EQXP)\tabcellsep 0,1.45,2.9\tabcellsep 30\%\tabcellsep 44\%\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep 1.2(DL+LL+EQYP)\tabcellsep 0,1.45,2.9\tabcellsep 26\%\tabcellsep 40\%\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep 1.5(DL+EQXP)\tabcellsep 0,1.45,2.9\tabcellsep 29\%\tabcellsep 43\%\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep 1.5(DL+EQYP)\tabcellsep 0,1.45,2.9\tabcellsep 26\%\tabcellsep 40\%\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep EQXP\tabcellsep 0,1.45,2.9\tabcellsep 26\%\tabcellsep 40\%\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep EQYP\tabcellsep 0,1.45,2.9\tabcellsep 26\%\tabcellsep 40\%\end{longtable} \par
 
\caption{\label{tab_40}Table 41 :}\end{figure}
 \begin{figure}[htbp]
\noindent\textbf{42} \par 
\begin{longtable}{P{0.08837920489296636\textwidth}P{0.046788990825688076\textwidth}P{0.12996941896024464\textwidth}P{0.20535168195718653\textwidth}P{0.1819571865443425\textwidth}P{0.10137614678899083\textwidth}P{0.09617737003058104\textwidth}}
\tabcellsep \tabcellsep \multicolumn{2}{l}{Column Torsion Forces "T"}\tabcellsep \tabcellsep "Medium soil"\tabcellsep "Hard soil"\\
\multicolumn{2}{l}{"Story" "Column"}\tabcellsep "Unique-Name"\tabcellsep "Load Case-Combo"\tabcellsep "Station"m\tabcellsep "T"\tabcellsep "T"\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep 1.2(DL+LL+EQXP)\tabcellsep 0,1.45,2.9\tabcellsep 0\%\tabcellsep 0\%\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep 1.2(DL+LL+EQYP)\tabcellsep 0,1.45,2.9\tabcellsep 26\%\tabcellsep 40\%\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep 1.5(DL+EQXP)\tabcellsep 0,1.45,2.9\tabcellsep 26\%\tabcellsep 40\%\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep 1.5(DL+EQYP)\tabcellsep 0,1.45,2.9\tabcellsep 26\%\tabcellsep 40\%\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep EQXP\tabcellsep 0,1.45,2.9\tabcellsep 26\%\tabcellsep 40\%\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep EQYP\tabcellsep 0,1.45,2.9\tabcellsep 26\%\tabcellsep 40\%\end{longtable} \par
 
\caption{\label{tab_41}Table 42 :}\end{figure}
 \begin{figure}[htbp]
\noindent\textbf{43} \par 
\begin{longtable}{P{0.0878419452887538\textwidth}P{0.046504559270516714\textwidth}P{0.12917933130699089\textwidth}P{0.2041033434650456\textwidth}P{0.18085106382978722\textwidth}P{0.1033434650455927\textwidth}P{0.09817629179331307\textwidth}}
\tabcellsep \tabcellsep \multicolumn{2}{l}{Column Torsion Forces "T"}\tabcellsep \tabcellsep "Medium soil"\tabcellsep "Hard soil"\\
\multicolumn{2}{l}{"Story" "Column"}\tabcellsep "Unique-Name"\tabcellsep "Load Case-Combo"\tabcellsep "Station"m\tabcellsep "T"\tabcellsep "T"\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep 1.2(DL+LL+EQXP)\tabcellsep 0,1.45,2.9\tabcellsep 26\%\tabcellsep 40\%\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep 1.2(DL+LL+EQYP)\tabcellsep 0,1.45,2.9\tabcellsep 27\%\tabcellsep 40\%\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep 1.5(DL+EQXP)\tabcellsep 0,1.45,2.9\tabcellsep 26\%\tabcellsep 40\%\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep 1.5(DL+EQYP)\tabcellsep 0,1.45,2.9\tabcellsep 27\%\tabcellsep 40\%\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep EQXP\tabcellsep 0,1.45,2.9\tabcellsep 26\%\tabcellsep 40\%\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep EQYP\tabcellsep 0,1.45,2.9\tabcellsep 26\%\tabcellsep 40\%\end{longtable} \par
 
\caption{\label{tab_42}Table 43 :}\end{figure}
 \begin{figure}[htbp]
\noindent\textbf{44} \par 
\begin{longtable}{P{0.06478658536585366\textwidth}P{0.06737804878048781\textwidth}P{0.12957317073170732\textwidth}P{0.20472560975609755\textwidth}P{0.18140243902439024\textwidth}P{0.10365853658536585\textwidth}P{0.09847560975609757\textwidth}}
\tabcellsep \tabcellsep \multicolumn{2}{l}{Column Torsion Forces "T"}\tabcellsep \tabcellsep "Medium soil"\tabcellsep "Hard soil"\\
"Story"\tabcellsep "Column"\tabcellsep "Unique-Name"\tabcellsep "Load Case-Combo"\tabcellsep "Station"m\tabcellsep "T"\tabcellsep "T"\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep 1.2(DL+LL+EQXP)\tabcellsep 0,1.45,2.9\tabcellsep 26\%\tabcellsep 40\%\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep 1.2(DL+LL+EQYP)\tabcellsep 0,1.45,2.9\tabcellsep 27\%\tabcellsep 40\%\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep 1.5(DL+EQXP)\tabcellsep 0,1.45,2.9\tabcellsep 26\%\tabcellsep 40\%\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep 1.5(DL+EQYP)\tabcellsep 0,1.45,2.9\tabcellsep 27\%\tabcellsep 40\%\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep EQXP\tabcellsep 0,1.45,2.9\tabcellsep 26\%\tabcellsep 40\%\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep EQYP\tabcellsep 0,1.45,2.9\tabcellsep 26\%\tabcellsep 40\%\end{longtable} \par
 
\caption{\label{tab_43}Table 44 :}\end{figure}
 \begin{figure}[htbp]
\noindent\textbf{45} \par 
\begin{longtable}{P{0.0878419452887538\textwidth}P{0.046504559270516714\textwidth}P{0.12917933130699089\textwidth}P{0.2041033434650456\textwidth}P{0.18085106382978722\textwidth}P{0.1033434650455927\textwidth}P{0.09817629179331307\textwidth}}
\tabcellsep \tabcellsep \multicolumn{2}{l}{Column Torsion Forces "T"}\tabcellsep \tabcellsep "Medium soil"\tabcellsep "Hard soil"\\
\multicolumn{2}{l}{"Story" "Column"}\tabcellsep "Unique-Name"\tabcellsep "Load Case-Combo"\tabcellsep "Station"m\tabcellsep "T"\tabcellsep "T"\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep 1.2(DL+LL+EQXP)\tabcellsep 0,1.45,2.9\tabcellsep 31\%\tabcellsep 44\%\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep 1.2(DL+LL+EQYP)\tabcellsep 0,1.45,2.9\tabcellsep 31\%\tabcellsep 44\%\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep 1.5(DL+EQXP)\tabcellsep 0,1.45,2.9\tabcellsep 31\%\tabcellsep 44\%\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep 1.5(DL+EQYP)\tabcellsep 0,1.45,2.9\tabcellsep 31\%\tabcellsep 44\%\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep EQXP\tabcellsep 0,1.45,2.9\tabcellsep 31\%\tabcellsep 44\%\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep EQYP\tabcellsep 0,1.45,2.9\tabcellsep 31\%\tabcellsep 44\%\end{longtable} \par
 
\caption{\label{tab_44}Table 45 :}\end{figure}
 \begin{figure}[htbp]
\noindent\textbf{46} \par 
\begin{longtable}{P{0.0878419452887538\textwidth}P{0.046504559270516714\textwidth}P{0.12917933130699089\textwidth}P{0.2041033434650456\textwidth}P{0.18085106382978722\textwidth}P{0.1033434650455927\textwidth}P{0.09817629179331307\textwidth}}
\tabcellsep \tabcellsep \multicolumn{2}{l}{Column Torsion Forces "T"}\tabcellsep \tabcellsep "Medium soil"\tabcellsep "Hard soil"\\
\multicolumn{2}{l}{"Story" "Column"}\tabcellsep "Unique-Name"\tabcellsep "Load Case-Combo"\tabcellsep "Station"m\tabcellsep "T"\tabcellsep "T"\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep 1.2(DL+LL+EQXP)\tabcellsep 0,1.45,2.9\tabcellsep 26\%\tabcellsep 40\%\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep 1.2(DL+LL+EQYP)\tabcellsep 0,1.45,2.9\tabcellsep 27\%\tabcellsep 40\%\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep 1.5(DL+EQXP)\tabcellsep 0,1.45,2.9\tabcellsep 26\%\tabcellsep 40\%\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep 1.5(DL+EQYP)\tabcellsep 0,1.45,2.9\tabcellsep 27\%\tabcellsep 40\%\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep EQXP\tabcellsep 0,1.45,2.9\tabcellsep 26\%\tabcellsep 40\%\\
1ST\tabcellsep C34\tabcellsep 67\tabcellsep EQYP\tabcellsep 0,1.45,2.9\tabcellsep 26\%\tabcellsep 40\%\end{longtable} \par
 
\caption{\label{tab_45}Table 46 :}\end{figure}
 		 		\backmatter   			 
\subsection[{Acknowledgments}]{Acknowledgments}\par
The author would like to express his gratitude to all the individuals for their expertise throughout all aspects of our study and contribution to writing the manuscript. The author would like to express his gratitude to the Nanjing Forestry University, China, for funding this research work through the project No. 163050206 \& foreign young talents project No. QN2021014006L. In addition, I thank the anonymous reviewers for their fruitful suggestions to improve the article. The author is truly grateful to all of you. Year 2023 14. Gaikwad Ujwala Vithal, "Effect of Shear Wall on Seismic Behavior of Unsymmetrical Reinforced Concrete Structure", International Journal of Research and Scientific Innovation (IJRSI) Volume IV, Issue X, October 2017. 15. Mahantesh S Patil \& R B Khadiranaikar, "Dynamic Analysis of High Rise RC Structure with Shear Walls and Coupled Shear Walls", International Journal of Advance Engineering and Research Development, Volume 2, Issue 8, August, 2015. 16. Durgesh C. Rai, Sudhir K. Jain and C. V. R. Murty, "Seismic Design of RC Structures", short course, conducted by Department of Civil Engineering, IIT Kanpur, Ahmedabad, India, Nov 25-30, 2012. 			   			 
\subsection[{Data Availability Statement}]{Data Availability Statement}\par
All data generated or analysed during this study are included in this article. 			  			 
\subsection[{Conflict of Interest}]{Conflict of Interest}\par
The author declare no conflict of interest.			 			  				\begin{bibitemlist}{1}
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