Table No. Table Title Data From File Line 1 Line 2 Line 3

6.1 Mass Participation For Significant Modes > 0.5% (Using Estimated Design Soil Spring Value-OBE) MassTable_OBE MASS TABLE WITH FULL K, Mode No.,6.2

Mass Participation For Significant Modes > 0.5% (Using 0.5 X Estimated Design Soil Spring Value-OBE)

MassTable_OBE MASS TABLE WITH FULL 0.5K, Mode No.,

6.3

Mass Participation For Significant Modes > 0.5% (Using 2.0 X Estimated Design Soil Spring Value-OBE)

MassTable_OBE MASS TABLE WITH FULL 2.0K, Mode No.,

6.4 MassTable_OBE MASS TABLE WITH FULL K & 0.5E-Dyn, Mode No.,

6.5 Mass Participation For Significant Modes > 0.5% (Using Estimated Design Soil Spring Value-SSE) MassTable_SSE MASS TABLE WITH FULL K, Mode No.,6.6

Mass Participation For Significant Modes > 0.5% (Using 0.5 X Estimated Design Soil Spring Value-SSE)

MassTable_SSE MASS TABLE WITH FULL 0.5K, Mode No.,

6.7

Mass Participation For Significant Modes > 0.5% (Using 2.0 X Estimated Design Soil Spring Value-SSE)

MassTable_SSE MASS TABLE WITH FULL 2.0K, Mode No.,

6.8 MassTable_SSE MASS TABLE WITH FULL K & 0.5E-Dyn, Mode No.,

6.9 MassTable_OBE MASS TABLE WITH FULL K, Mode No.,MassTable_OBE MASS TABLE WITH FULL 0.5K, Mode No.,

6.10 MassTable_OBE MASS TABLE WITH FULL 2.0K, Mode No.,MassTable_OBE MASS TABLE WITH FULL K & 0.5E-Dyn, Mode No.,

6.11 MassTable_SSE MASS TABLE WITH FULL K, Mode No.,MassTable_SSE MASS TABLE WITH FULL 0.5K, Mode No.,

6.12 MassTable_SSE MASS TABLE WITH FULL 2.0K, Mode No.,MassTable_SSE MASS TABLE WITH FULL K & 0.5E-Dyn, Mode No.,

6.13 Selection Of Modes For Reaction Forces Signs (Soil Spring Stiffness Based On K Using OBE Responses) ControlMode_OBE Soil Stiffness - K OBE-X DIR,OBE-Y DIR,OBE-Z DIR,

6.14 Selection Of Modes For Reaction Forces Signs (Soil Spring Stiffness Based On K Using SSE Responses) ControlMode_SSE Soil Stiffness - K SSE-X DIR,SSE-Y DIR,SSE-Z DIR,

6.15 Selection Of Modes For Reaction Forces Signs (Soil Spring Stiffness Based On 0.5K Using OBE Responses) ControlMode_OBE Soil Stiffness - 0.5K OBE-X DIR,OBE-Y DIR,OBE-Z DIR,

6.16 Selection Of Modes For Reaction Forces Signs (Soil Spring Stiffness Based On 0.5K Using SSE Responses) ControlMode_SSE Soil Stiffness - 0.5K SSE-X DIR,SSE-Y DIR,SSE-Z DIR,

6.17 Selection Of Modes For Reaction Forces Signs (Soil Spring Stiffness Based On 2.0K Using OBE Responses) ControlMode_OBE Soil Stiffness - 2.0K OBE-X DIR,OBE-Y DIR,OBE-Z DIR,

6.18 Selection Of Modes For Reaction Forces Signs (Soil Spring Stiffness Based On 2.0K Using SSE Responses) ControlMode_SSE Soil Stiffness - 2.0K SSE-X DIR,SSE-Y DIR,SSE-Z DIR,

After this table rest tables are vary from building to building

Mass Participation For Significant Modes > 0.5% (Using Estimated Design Soil Spring Value & 0.5xEdynamic For RCC-OBE)

Mass Participation For Significant Modes > 0.5% (Using Estimated Design Soil Spring Value & 0.5xEdynamic For RCC-SSE)Percentage Modal Damping Values (OBE) For Significant Modes With Mass Participation > 0.5% (Soil Spring Stiffness = K & 0.5K)

Percentage Modal Damping Values (OBE) For Significant Modes With Mass Participation > 0.5% (Soil Spring Stiffness = 2K & K With E = 0.5ED)

Percentage Modal Damping Values (SSE) For Significant Modes With Mass Participation > 0.5% (Soil Spring Stiffness = K & 0.5K)

Percentage Modal Damping Values (SSE) For Significant Modes With Mass Participation > 0.5% (Soil Spring Stiffness = 2K & K With E = 0.5ED)

Data From File Line 1MassTable_OBE MASS TABLE WITH FULL K,MassTable_OBE MASS TABLE WITH FULL 0.5K,MassTable_OBE MASS TABLE WITH FULL 2.0K,MassTable_OBE MASS TABLE WITH FULL K & 0.5E-Dyn,MassTable_SSE MASS TABLE WITH FULL K,MassTable_SSE MASS TABLE WITH FULL 0.5K,MassTable_SSE MASS TABLE WITH FULL 2.0K,MassTable_SSE MASS TABLE WITH FULL K & 0.5E-Dyn,MassTable_OBE MASS TABLE WITH FULL K,MassTable_OBE MASS TABLE WITH FULL 0.5K,MassTable_OBE MASS TABLE WITH FULL 2.0K,MassTable_OBE MASS TABLE WITH FULL K & 0.5E-Dyn,MassTable_SSE MASS TABLE WITH FULL K,MassTable_SSE MASS TABLE WITH FULL 0.5K,MassTable_SSE MASS TABLE WITH FULL 2.0K,MassTable_SSE MASS TABLE WITH FULL K & 0.5E-Dyn,ControlMode_OBE Soil Stiffness - KControlMode_OBE OBE-YControlMode_OBE OBE-ZControlMode_SSE Soil Stiffness - KControlMode_SSE SSE-YControlMode_SSE SSE-ZControlMode_OBE Soil Stiffness - 0.5KControlMode_OBE OBE-YControlMode_OBE OBE-ZControlMode_SSE Soil Stiffness - 0.5KControlMode_SSE SSE-YControlMode_SSE SSE-ZControlMode_OBE Soil Stiffness - 2.0KControlMode_OBE OBE-YControlMode_OBE OBE-ZControlMode_SSE Soil Stiffness - 2.0KControlMode_SSE SSE-YControlMode_SSE SSE-Z

checkMassTable_OBEMASS TABLE WITH FULL K,MassTable_OBEMASS TABLE WITH FULL 0.5K,MassTable_OBEMASS TABLE WITH FULL 2.0K,MassTable_OBEMASS TABLE WITH FULL K & 0.5E-Dyn,MassTable_SSEMASS TABLE WITH FULL K,MassTable_SSEMASS TABLE WITH FULL 0.5K,MassTable_SSEMASS TABLE WITH FULL 2.0K,MassTable_SSEMASS TABLE WITH FULL K & 0.5E-Dyn,MassTable_OBEMASS TABLE WITH FULL K,MassTable_OBEMASS TABLE WITH FULL 0.5K,MassTable_OBEMASS TABLE WITH FULL 2.0K,MassTable_OBEMASS TABLE WITH FULL K & 0.5E-Dyn,MassTable_SSEMASS TABLE WITH FULL K,MassTable_SSEMASS TABLE WITH FULL 0.5K,MassTable_SSEMASS TABLE WITH FULL 2.0K,MassTable_SSEMASS TABLE WITH FULL K & 0.5E-Dyn,ControlMode_OBESoil Stiffness - KControlMode_OBEOBE-YControlMode_OBEOBE-ZControlMode_SSESoil Stiffness - KControlMode_SSESSE-YControlMode_SSESSE-ZControlMode_OBESoil Stiffness - 0.5KControlMode_OBEOBE-YControlMode_OBEOBE-ZControlMode_SSESoil Stiffness - 0.5KControlMode_SSESSE-YControlMode_SSESSE-ZControlMode_OBESoil Stiffness - 2.0KControlMode_OBEOBE-YControlMode_OBEOBE-ZControlMode_SSESoil Stiffness - 2.0KControlMode_SSESSE-YControlMode_SSESSE-Z

S.No. File name Table Name

1 CB_DYN_OBE_HK.OUT TABLE 6.1 Mass Participation For Significant Modes > 0.5% (Using Estimated Design Soil Spring Value-OBE)2 CB_DYN_OBE_K.OUT3 CB_DYN_OBE_K_HE.OUT4 CB_DYN_OBE_TK.OUT CB_DYN_OBE_TK.OUT5 CB_DYN_OBE_TK_X6.OUT6 CB_DYN_OBE_TK_Y1.OUT7 CB_DYN_OBE_TK_Z2.OUT8 CB_DYN_SSE_K_HE.OUT9 CB_DYN_SSE_TK.OUT

10 CB_DYN_SSE_TK_X5.OUT11 CB_DYN_SSE_TK_Y1.OUT12 CB_DYN_SSE_TK_Z2.OUT13 CB_OBEX_HK.OUT14 CB_OBEX_K.OUT15 CB_OBEX_K_HE.OUT16 CB_OBEX_TK.OUT17 CB_OBEY_HK.OUT18 CB_OBEY_K.OUT19 CB_OBEY_K_HE.OUT20 CB_OBEY_TK.OUT21 CB_OBEZ_HK.OUT22 CB_OBEZ_K.OUT23 CB_OBEZ_K_HE.OUT24 CB_OBEZ_TK.OUT25 CB_SSEX_HK.OUT26 CB_SSEX_K.OUT27 CB_SSEX_K_HE.OUT28 CB_SSEX_TK.OUT29 CB_SSEY_HK.OUT30 CB_SSEY_K.OUT31 CB_SSEY_K_HE.OUT32 CB_SSEY_TK.OUT33 CB_SSEZ_HK.OUT34 CB_SSEZ_K.OUT35 CB_SSEZ_K_HE.OUT36 CB_SSEZ_TK.OUT37 CB_TR_OBEX_TH1.OUT38 CB_TR_OBEX_TH2.OUT39 CB_TR_OBEX_TH3.OUT40 CB_TR_OBEY_TH1.OUT41 CB_TR_OBEY_TH2.OUT42 CB_TR_OBEY_TH3.OUT43 CB_TR_SSEX_TH1.OUT44 CB_TR_SSEX_TH2.OUT45 CB_TR_SSEX_TH3.OUT46 CB_TR_SSEY_TH1.OUT47 CB_TR_SSEY_TH2.OUT

48 CB_TR_SSEY_TH3.OUT

Remarks

TABLE 6.1 Mass Participation For Significant Modes > 0.5% (Using Estimated Design Soil Spring Value-OBE)

Table No. Data From File Line 1 Line 2 Line 3

TABLE 6.1TABLE 6.2TABLE 6.3TABLE 6.4TABLE 6.5TABLE 6.6TABLE 6.7TABLE 6.8TABLE 6.9TABLE 6.10TABLE 6.11TABLE 6.12TABLE 6.13TABLE 6.14TABLE 6.15TABLE 6.16TABLE 6.17TABLE 6.18TABLE 6.19TABLE 6.20TABLE 6.21TABLE 6.22TABLE 6.23TABLE 6.24TABLE 6.25TABLE 6.26TABLE 6.27TABLE 6.28TABLE 6.29TABLE 6.30TABLE 6.31TABLE 6.32

Table Title

Mass Participation For Significant Modes > 0.5% (Using Estimated Design Soil Spring Value-OBE)Mass Participation For Significant Modes > 0.5% (Using 0.5 X Estimated Design Soil Spring Value-OBE)Mass Participation For Significant Modes > 0.5% (Using 2.0 X Estimated Design Soil Spring Value-OBE)Mass Participation For Significant Modes > 0.5% (Using Estimated Design Soil Spring Value & 0.5xEdynamic For RCC-OBE)Mass Participation For Significant Modes > 0.5% (Using Estimated Design Soil Spring Value-SSE)Mass Participation For Significant Modes > 0.5% (Using 0.5 X Estimated Design Soil Spring Value-SSE)Mass Participation For Significant Modes > 0.5% (Using 2.0 X Estimated Design Soil Spring Value-SSE)Mass Participation For Significant Modes > 0.5% (Using Estimated Design Soil Spring Value & 0.5xEdynamic For RCC-SSE)Percentage Modal Damping Values (OBE) For Significant Modes With Mass Participation > 0.5% (Soil Spring Stiffness = K & 0.5K)Percentage Modal Damping Values (OBE) For Significant Modes With Mass Participation > 0.5% (Soil Spring Stiffness = 2K & K With E = 0.5ED)Percentage Modal Damping Values (SSE) For Significant Modes With Mass Participation > 0.5% (Soil Spring Stiffness = K & 0.5K)Percentage Modal Damping Values (SSE) For Significant Modes With Mass Participation > 0.5% (Soil Spring Stiffness = 2K & K With E = 0.5ED)Selection Of Modes For Reaction Forces Signs (Soil Spring Stiffness Based On K Using OBE Responses)Selection Of Modes For Reaction Forces Signs (Soil Spring Stiffness Based On K Using SSE Responses)SELECTION OF MODES FOR REACTION FORCES SIGNS (SOIL SPRING STIFFNESS BASED ON 0.5K USING OBE RESPONSES)SELECTION OF MODES FOR REACTION FORCES SIGNS (SOIL SPRING STIFFNESS BASED ON 0.5K USING SSE RESPONSES)SELECTION OF MODES FOR REACTION FORCES SIGNS (SOIL SPRING STIFFNESS BASED ON 2K USING OBE RESPONSES)SELECTION OF MODES FOR REACTION FORCES SIGNS (SOIL SPRING STIFFNESS BASED ON 2K USING SSE RESPONSES)VARIATION OF DISPLACEMENT ON NORTH FACE AT EL. 109000 FOR SPRING STIFFNESS = K & 0.5EdynamicVARIATION OF DISPLACEMENT ON SOUTH FACE AT EL. 109000 FOR SPRING STIFFNESS = K & 0.5EdynamicVARIATION OF DISPLACEMENT ON NORTH FACE AT EL. 114000 FOR SPRING STIFFNESS = K & 0.5EdynamicVARIATION OF DISPLACEMENT ON SOUTH FACE AT EL. 114000 FOR SPRING STIFFNESS = K & 0.5EdynamicVARIATION OF DISPLACEMENT ON NORTH FACE AT EL. 123500 FOR SPRING STIFFNESS = K & 0.5EdynamicVARIATION OF DISPLACEMENT ON SOUTH FACE AT EL. 123500 FOR SPRING STIFFNESS = K & 0.5EdynamicVARIATION OF DISPLACEMENT ON WEST FACE AT EL. 109000 FOR SPRING STIFFNESS = K & 0.5EdynamicVARIATION OF DISPLACEMENT ON WEST FACE AT EL. 114000 FOR SPRING STIFFNESS = K & 0.5EdynamicVARIATION OF DISPLACEMENT ON WEST FACE AT EL. 123500 FOR SPRING STIFFNESS = K & 0.5EdynamicVARIATION OF DISPLACEMENT (SSE) ALONG HEIGHT AT LOCATION –F-1, FOR SPRING STIFFNESS = K & 0.5EdynamicVARIATION OF DISPLACEMENT (SSE) ALONG HEIGHT AT LOCATION –F-5, FOR SPRING STIFFNESS = K & 0.5EdynamicVARIATION OF DISPLACEMENT (SSE) ALONG HEIGHT AT LOCATION –A’-1, FOR SPRING STIFFNESS = K & 0.5EdynamicFloor Lateral Load (OBE and SSE Condition) for Computation of Accidental TorsionCumulative Storey Shear for OBE and SSE Conditions

Mass Participation For Significant Modes > 0.5% (Using Estimated Design Soil Spring Value & 0.5xEdynamic For RCC-OBE)

Mass Participation For Significant Modes > 0.5% (Using Estimated Design Soil Spring Value & 0.5xEdynamic For RCC-SSE)Percentage Modal Damping Values (OBE) For Significant Modes With Mass Participation > 0.5% (Soil Spring Stiffness = K & 0.5K)Percentage Modal Damping Values (OBE) For Significant Modes With Mass Participation > 0.5% (Soil Spring Stiffness = 2K & K With E = 0.5ED)Percentage Modal Damping Values (SSE) For Significant Modes With Mass Participation > 0.5% (Soil Spring Stiffness = K & 0.5K)Percentage Modal Damping Values (SSE) For Significant Modes With Mass Participation > 0.5% (Soil Spring Stiffness = 2K & K With E = 0.5ED)

SELECTION OF MODES FOR REACTION FORCES SIGNS (SOIL SPRING STIFFNESS BASED ON 0.5K USING OBE RESPONSES)SELECTION OF MODES FOR REACTION FORCES SIGNS (SOIL SPRING STIFFNESS BASED ON 0.5K USING SSE RESPONSES)SELECTION OF MODES FOR REACTION FORCES SIGNS (SOIL SPRING STIFFNESS BASED ON 2K USING OBE RESPONSES)SELECTION OF MODES FOR REACTION FORCES SIGNS (SOIL SPRING STIFFNESS BASED ON 2K USING SSE RESPONSES)

VARIATION OF DISPLACEMENT (SSE) ALONG HEIGHT AT LOCATION –F-1, FOR SPRING STIFFNESS = K & 0.5EdynamicVARIATION OF DISPLACEMENT (SSE) ALONG HEIGHT AT LOCATION –F-5, FOR SPRING STIFFNESS = K & 0.5EdynamicVARIATION OF DISPLACEMENT (SSE) ALONG HEIGHT AT LOCATION –A’-1, FOR SPRING STIFFNESS = K & 0.5Edynamic

FIGURE 6.1FIGURE 6.2FIGURE 6.3FIGURE 6.4FIGURE 6.5FIGURE 6.6FIGURE 6.7FIGURE 6.8FIGURE 6.9FIGURE 6.10FIGURE 6.11FIGURE 6.12FIGURE 6.13FIGURE 6.14FIGURE 6.15FIGURE 6.16FIGURE 6.17FIGURE 6.18FIGURE 6.19FIGURE 6.20FIGURE 6.21FIGURE 6.22FIGURE 6.23FIGURE 6.24FIGURE 6.25FIGURE 6.26FIGURE 6.27FIGURE 6.28FIGURE 6.29FIGURE 6.30FIGURE 6.31FIGURE 6.32FIGURE 6.33FIGURE 6.34FIGURE 6.35FIGURE 6.36FIGURE 6.37FIGURE 6.38FIGURE 7.1FIGURE 7.2

Cumulative Mass Participation For Soil Spring Stiffness Value = K (OBE)Cumulative Mass Participation For Soil Spring Stiffness Value = 0.5K (OBE)Cumulative Mass Participation For Soil Spring Stiffness Value = 2K (OBE)Cumulative Mass Participation For Soil Spring Stiffness Value = K & E = 0.5EDyamic (OBE)Comparison Of Frequency Responses In X-Dir. For Variation In Soil Spring Stiffness (OBE)Comparision Of Frequency Responses In Y-Dir. For Variation In Soil Spring Stiffness (OBE)Comparison Of Frequency Responses In Z-Dir. For Variation In Soil Spring Stiffness (OBE)Cumulative Mass Participation For Soil Spring Stiffness Value = K (SSE)Cumulative Mass Participation For Soil Spring Stiffness Value = 0.5K (SSE)Cumulative Mass Participation For Soil Spring Stiffness Value = 2K (SSE)Cumulative Mass Participation For Soil Spring Stiffness Value = K & E = 0.5EDyamic (SSE)Comparison Of Frequency Responses In X-Dir. For Variation In Soil Spring Stiffness (SSE)Comparison Of Frequency Responses In Y-Dir. For Variation In Soil Spring Stiffness (SSE)Comparison of Frequency Responses In Z-Dir. For Variation In Soil Spring Stiffness (SSE)Percentage Modal Damping Values (OBE) For Soil Spring Stiffness Value = KPercentage Modal Damping Values (OBE) For Soil Spring Stiffness Value = 0.5KPercentage Modal Damping Values (OBE) For Soil Spring Stiffness Value = 2KPercentage Modal Damping Values (OBE) For Soil Spring Stiffness Value = K & E = 0.5Ed for RCCPercentage Modal Damping Values (SSE) For Soil Spring Stiffness Value = KPercentage Modal Damping Values (SSE) For Soil Spring Stiffness Value = 0.5KPercentage Modal Damping Values (SSE) For Soil Spring Stiffness Value = 2KPercentage Modal Damping Values (SSE) For Soil Spring Stiffness Value = K & E = 0.5Ed for RCCVARIATION OF DISPLACEMENT ON NORTH FACE AT EL. 109000 FOR SPRING STIFFNESS = K & 0.5EdynamicVARIATION OF DISPLACEMENT ON SOUTH FACE AT EL. 109000 FOR SPRING STIFFNESS = K & 0.5EdynamicVARIATION OF DISPLACEMENT ON NORTH FACE AT EL. 114000 FOR SPRING STIFFNESS = K & 0.5EdynamicVARIATION OF DISPLACEMENT ON SOUTH FACE AT EL. 114000 FOR SPRING STIFFNESS = K & 0.5EdynamicVARIATION OF DISPLACEMENT ON NORTH FACE AT EL. 123500 FOR SPRING STIFFNESS = K & 0.5EdynamicVARIATION OF DISPLACEMENT ON SOUTH FACE AT EL. 123500 FOR SPRING STIFFNESS = K & 0.5EdynamicVARIATION OF DISPLACEMENT ON WEST FACE AT EL. 109000 FOR SPRING STIFFNESS = K & 0.5EdynamicVARIATION OF DISPLACEMENT ON WEST FACE AT EL. 114000 FOR SPRING STIFFNESS = K & 0.5EdynamicVARIATION OF DISPLACEMENT ON WEST FACE AT EL. 123500 FOR SPRING STIFFNESS = K & 0.5EdynamicVARIATION OF DISPLACEMENT (SSE) ALONG HEIGHT AT LOCATION –F-1, FOR SPRING STIFFNESS = K & 0.5EdynamicVARIATION OF DISPLACEMENT (SSE) ALONG HEIGHT AT LOCATION –F-5, FOR SPRING STIFFNESS = K & 0.5EdynamicVARIATION OF DISPLACEMENT (SSE) ALONG HEIGHT AT LOCATION –A’-1, FOR SPRING STIFFNESS = K & 0.5EdynamicSTOREY SHEAR FOR OBE CONDITIONSTOREY SHEAR FOR SSE CONDITIONCUMULATIVE STOREY SHEAR FOR OBE CONDITIONCUMULATIVE STOREY SHEAR FOR SSE CONDITIONMODE SHAPE FOR MODE NO. 1 (SSE)MODE SHAPE FOR MODE NO. 2 (SSE)

Open FileTABLE 6.1 CB_DYN_OBE_TK.OUT

TABLE 6.2 CB_DYN_OBE_K_HE.OUT

TABLE 6.3 CB_DYN_SSE_TK.OUT

TABLE 6.4 CB_DYN_SSE_K_HE.OUT

TABLE 6.5

TABLE 6.6

TABLE 6.7

TABLE 6.8

Mass Participation For Significant Modes > 0.5% (Using 2.0 X Estimated Design Soil Spring Value - OBE)

Mass Participation For Significant Modes > 0.5% (Using Estimated Design Soil Spring Value & 0.5xEdynamic for RCC - OBE)

Mass Participation For Significant Modes > 0.5% (Using 2.0 X Estimated Design Soil Spring Value-SSE)

Mass Participation For Significant Modes > 0.5% (Using Estimated Design Soil Spring Value & 0.5xEdynamic for RCC-SSE)

Percentage Modal Damping Values (OBE) For Significant Modes With Mass Participation > 0.5% (Soil Spring Stiffness = 2K & K With E = 0.5ED)

CB_DYN_OBE_TK.OUTCB_DYN_OBE_K_HE.OUT

Percentage Modal Damping Values (SSE) For Significant Modes With Mass Participation > 0.5% (Soil Spring Stiffness = 2K & K With E = 0.5ED)

SELECTION OF MODES FOR REACTION FORCES SIGNS (SOIL SPRING STIFFNESS BASED ON 2K USING OBE RESPONSES)

SELECTION OF MODES FOR REACTION FORCES SIGNS (SOIL SPRING STIFFNESS BASED ON 2K USING SSE RESPONSES)

TABLE 6.9

TABLE 6.10

TABLE 6.11

TABLE 6.12

TABLE 6.13

TABLE 6.14

TABLE 6.15

TABLE 6.16

TABLE 6.17

TABLE 6.18

TABLE 6.19

TABLE 6.20

TABLE 6.21

TABLE 6.22

TABLE 6.23

TABLE 6.24

Variation Of Displacement Along North Face At EL. 107500 For Spring Stiffness = K & 0.5Edynamic

Variation Of Displacement Along South Face At EL. 107500 For Spring Stiffness = K & 0.5Edynamic

Variation Of Displacement Along North Face At EL. 113500 For Spring Stiffness = K & 0.5Edynamic

Variation Of Displacement Along South Face At EL. 113500 For Spring Stiffness = K & 0.5Edynamic

Variation Of Displacement Along North Face At EL. 120000 For Spring Stiffness = K & 0.5Edynamic

Variation Of Displacement Along South Face At EL. 120000 For Spring Stiffness = K & 0.5Edynamic

Variation Of Displacement Along North Face At EL. 125000 For Spring Stiffness = K & 0.5Edynamic

Variation Of Displacement Along South Face At EL. 125000 For Spring Stiffness = K & 0.5Edynamic

Variation Of Displacement Along South Face At EL. 128000 For Spring Stiffness = K & 0.5Edynamic

Variation Of Displacement Along West Face At EL. 107500 For Spring Stiffness = K & 0.5Edynamic

Variation Of Displacement Along East Face At EL. 107500 For Spring Stiffness = K & 0.5Edynamic

Variation Of Displacement Along West Face At EL. 113500 For Spring Stiffness = K & 0.5Edynamic

Variation Of Displacement Along East Face At EL. 113500 For Spring Stiffness = K & 0.5Edynamic

Variation Of Displacement Along West Face At EL. 120000 For Spring Stiffness = K & 0.5Edynamic

Variation Of Displacement Along East Face At EL. 120000 For Spring Stiffness = K & 0.5Edynamic

Variation Of Displacement Along West Face At EL. 125000 For Spring Stiffness = K & 0.5Edynamic

TABLE 6.25

TABLE 6.26

TABLE 6.27

TABLE 6.28

TABLE 6.29

TABLE 6.30

TABLE 6.31

TABLE 6.32

Variation Of Displacement Along East Face At EL. 125000 For Spring Stiffness = K & 0.5Edynamic

Variation Of Displacement (SSE) Along Height At Location –E-1 For Spring Stiffness = K &0.5Edynamic

VARIATION OF DISPLACEMENT (SSE) ALONG HEIGHT AT LOCATION -C-8, FOR SPRING STIFFNESS = K & 0.5Edynamic

Variation Of Displacement (SSE) Along Height At Location -B-8, For Spring Stiffness = K & 0.5Edynamic

Variation Of Displacement (SSE) Along Height At Location -A-1, For Spring Stiffness = K & 0.5Edynamic

Variation Of Displacement (SSE) Along Height At Location -C-7, For Spring Stiffness = K & 0.5Edynamic

Floor Lateral Load (OBE and SSE Condition) for Computation of Accidental Torsion

Cumulative Storey Shear for OBE and SSE Conditions

Search Text 1MODE SELECTION FOR OUTPUT OPTIONS (*MODEOUT GROUP)

Same as shown above for OBE 2K

Same as shown above for OBE 2K

Same as shown above for OBE 2K

GEOMETRIC PROPERTIES OF THE MODEL

Action 1Get Total number of modes, e.g:- 825

Get Total Mass of the building, e.g:- 2.33759E+04

Fetch this data & Print "% Mass Participation" & "% Cumulative Mass Participation" for only those mode no. which have more than 5% of mass participation

Same as shown above for OBE 2K

Same as shown above for OBE 2K

Same as shown above for OBE 2K

For same significant modes fetch % Modal Damping Values (OBE)