Post-analysis Checks: (A1) Torsion Irregularity Check

commercial development development Calc. By:  sm Checked By:  fm

PostPost -analysis Checks Rev: 1 Rev:  1

Post-analysis Checks (A1) TORSION IRREGULARITY IRREGULARITY CHECK:  1998-1 -  Cl. 4.2.3.2) (SS EN  1998-

Torsional Irregularity Check  (A1) is  (A1) is not performed. Torsional Irregularity Check  (A1) is  (A1) is not performed.

EFFECTIVE MASS PARTICIPATION PARTICIPATION RATIO CHECK: (SS EN  1998-1 -  Cl. 4.3.3.3.1(3)) 4.3.3.3.1(3)) Mode

Dir

Sx+

Sx -

1

X Y Rot X Y Rot X Y Rot X Y Rot X Y Rot X Y Rot X Y Rot X Y Rot X Y Rot X Y Rot X Y Rot X Y Rot X Y Rot X Y Rot X Y Rot X Y Rot X Y Rot

0.394 38.080 16.077 59.960 38.332 16.244 59.963 60.543 42.004 62.216 60.904 52.076 62.265 67.635 52.407 74.976 67.985 55.080 74.977 67.989 55.101 75.824 68.344 60.760 75.917 79.760 65.417 77.191 80.721 65.544 77.192 80.721 67.265 77.351 80.852 67.559 77.373 80.871 67.806 78.312 80.900 68.009 78.313 80.903 68.010 78.483 80.905 68.010 80.364 80.910 68.531

0.394 38.080 16.077 59.960 38.332 16.244 59.963 60.543 42.004 62.216 60.904 52.076 62.265 67.635 52.407 74.976 67.985 55.080 74.977 67.989 55.101 75.824 68.344 60.760 75.917 79.760 65.417 77.191 80.721 65.544 77.192 80.721 67.265 77.351 80.852 67.559 77.373 80.871 67.806 78.312 80.900 68.009 78.313 80.903 68.010 78.483 80.905 68.010 80.364 80.910 68.531

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ProtaStructure v2.0.6

 

Sy+ Sy

Sy-

0.394 38.080 16.077 59.960 38.332 16.244 59.963 60.543 42.004 62.216 60.904 52.076 62.265 67.635 52.407 74.976 67.985 55.080 74.977 67.989 55.101 75.824 68.344 60.760 75.917 79.760 65.417 77.191 80.721 65.544 77.192 80.721 67.265 77.351 80.852 67.559 77.373 80.871 67.806 78.312 80.900 68.009 78.313 80.903 68.010 78.483 80.905 68.010 80.364 80.910 68.531

0.394 38.080 16.077 59.960 38.332 16.244 59.963 60.543 42.004 62.216 60.904 52.076 62.265 67.635 52.407 74.976 67.985 55.080 74.977 67.989 55.101 75.824 68.344 60.760 75.917 79.760 65.417 77.191 80.721 65.544 77.192 80.721 67.265 77.351 80.852 67.559 77.373 80.871 67.806 78.312 80.900 68.009 78.313 80.903 68.010 78.483 80.905 68.010 80.364 80.910 68.531 Page  1

commercial development Calc. By:  sm Checked By:  fm

Post-analysis Checks Rev: 1

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X Y Rot X Y Rot X Y Rot X Y Rot X Y Rot X Y Rot X Y Rot X Y Rot X Y Rot X Y Rot X Y Rot X Y Rot X Y Rot X Y Rot X Y Rot X Y Rot X Y Rot X Y Rot X Y Rot X Y Rot X Y Rot X Y Rot X

ProtaStructure v2.0.6

80.364 82.673 68.534 82.465 82.677 68.649 82.515 83.018 70.512 82.584 83.024 70.515 82.602 83.027 70.517 82.723 83.906 71.081 82.833 83.919 71.088 82.839 83.940 71.096 82.968 87.596 71.601 84.064 87.619 72.895 84.068 87.903 73.160 86.716 88.029 73.481 86.732 88.029 73.481 86.733 88.029 73.481 87.365 88.126 73.569 87.365 88.128 73.569 87.392 88.806 73.775 87.425 88.819 73.785 87.483 88.821 73.785 87.483 88.821 73.785 88.030 89.160 73.793 88.120 89.164 73.945 88.122

80.364 82.673 68.534 82.465 82.677 68.649 82.515 83.018 70.512 82.584 83.024 70.515 82.602 83.027 70.517 82.723 83.906 71.081 82.833 83.919 71.088 82.839 83.940 71.096 82.968 87.596 71.601 84.064 87.619 72.895 84.068 87.903 73.160 86.716 88.029 73.481 86.732 88.029 73.481 86.733 88.029 73.481 87.365 88.126 73.569 87.365 88.128 73.569 87.392 88.806 73.775 87.425 88.819 73.785 87.483 88.821 73.785 87.483 88.821 73.785 88.030 89.160 73.793 88.120 89.164 73.945 88.122

80.364 82.673 68.534 82.465 82.677 68.649 82.515 83.018 70.512 82.584 83.024 70.515 82.602 83.027 70.517 82.723 83.906 71.081 82.833 83.919 71.088 82.839 83.940 71.096 82.968 87.596 71.601 84.064 87.619 72.895 84.068 87.903 73.160 86.716 88.029 73.481 86.732 88.029 73.481 86.733 88.029 73.481 87.365 88.126 73.569 87.365 88.128 73.569 87.392 88.806 73.775 87.425 88.819 73.785 87.483 88.821 73.785 87.483 88.821 73.785 88.030 89.160 73.793 88.120 89.164 73.945 88.122

80.364 82.673 68.534 82.465 82.677 68.649 82.515 83.018 70.512 82.584 83.024 70.515 82.602 83.027 70.517 82.723 83.906 71.081 82.833 83.919 71.088 82.839 83.940 71.096 82.968 87.596 71.601 84.064 87.619 72.895 84.068 87.903 73.160 86.716 88.029 73.481 86.732 88.029 73.481 86.733 88.029 73.481 87.365 88.126 73.569 87.365 88.128 73.569 87.392 88.806 73.775 87.425 88.819 73.785 87.483 88.821 73.785 87.483 88.821 73.785 88.030 89.160 73.793 88.120 89.164 73.945 88.122 Page  2

commercial development Calc. By:  sm Checked By:  fm

Post-analysis Checks Rev: 1

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Y Rot X Y Rot X Y Rot X Y Rot X Y Rot X Y Rot X Y Rot X Y Rot X Y Rot X Y Rot X Y Rot X Y Rot X Y Rot X Y Rot X Y Rot X Y Rot X Y Rot X Y Rot X Y Rot X Y Rot X Y Rot X Y Rot X Y

ProtaStructure v2.0.6

89.282 73.947 88.482 89.578 73.948 88.486 89.666 74.033 88.722 90.809 74.111 88.807 91.622 74.841 89.029 91.750 74.918 89.058 91.945 76.223 89.071 91.962 77.256 89.093 92.013 77.302 89.113 92.013 77.303 89.121 92.183 77.543 89.141 92.376 78.019 91.975 92.482 78.129 92.003 92.845 78.302 92.633 93.588 78.949 93.173 94.361 79.080 93.225 94.769 79.080 93.257 94.793 80.147 93.306 95.187 80.893 93.306 95.197 80.918 93.306 95.210 80.966 93.308 95.310 81.016 93.308 95.335

89.282 73.947 88.482 89.578 73.948 88.486 89.666 74.033 88.722 90.809 74.111 88.807 91.622 74.841 89.029 91.750 74.918 89.058 91.945 76.223 89.071 91.962 77.256 89.093 92.013 77.302 89.113 92.013 77.303 89.121 92.183 77.543 89.141 92.376 78.019 91.975 92.482 78.129 92.003 92.845 78.302 92.633 93.588 78.949 93.173 94.361 79.080 93.225 94.769 79.080 93.257 94.793 80.147 93.306 95.187 80.893 93.306 95.197 80.918 93.306 95.210 80.966 93.308 95.310 81.016 93.308 95.335

89.282 73.947 88.482 89.578 73.948 88.486 89.666 74.033 88.722 90.809 74.111 88.807 91.622 74.841 89.029 91.750 74.918 89.058 91.945 76.223 89.071 91.962 77.256 89.093 92.013 77.302 89.113 92.013 77.303 89.121 92.183 77.543 89.141 92.376 78.019 91.975 92.482 78.129 92.003 92.845 78.302 92.633 93.588 78.949 93.173 94.361 79.080 93.225 94.769 79.080 93.257 94.793 80.147 93.306 95.187 80.893 93.306 95.197 80.918 93.306 95.210 80.966 93.308 95.310 81.016 93.308 95.335

89.282 73.947 88.482 89.578 73.948 88.486 89.666 74.033 88.722 90.809 74.111 88.807 91.622 74.841 89.029 91.750 74.918 89.058 91.945 76.223 89.071 91.962 77.256 89.093 92.013 77.302 89.113 92.013 77.303 89.121 92.183 77.543 89.141 92.376 78.019 91.975 92.482 78.129 92.003 92.845 78.302 92.633 93.588 78.949 93.173 94.361 79.080 93.225 94.769 79.080 93.257 94.793 80.147 93.306 95.187 80.893 93.306 95.197 80.918 93.306 95.210 80.966 93.308 95.310 81.016 93.308 95.335 Page  3

commercial development Calc. By:  sm Checked By:  fm

Post-analysis Checks Rev: 1

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Rot X Y Rot X Y Rot X Y Rot X Y Rot X Y Rot X Y Rot X Y Rot X Y Rot X Y Rot X Y Rot

   

81.118 93.308 95.335 81.120 93.308 95.336 81.120 93.310 95.336 81.120 93.310 95.354 81.122 93.312 95.375 81.123 93.388 95.748 81.129 93.389 95.759 81.129 93.390 95.975 81.191 93.390 97.945 82.249 93.397 97.948 82.256

>90 ✔ >90 ✔

   

81.118 93.308 95.335 81.120 93.308 95.336 81.120 93.310 95.336 81.120 93.310 95.354 81.122 93.312 95.375 81.123 93.388 95.748 81.129 93.389 95.759 81.129 93.390 95.975 81.191 93.390 97.945 82.249 93.397 97.948 82.256

>90 ✔ >90 ✔

   

81.118 93.308 95.335 81.120 93.308 95.336 81.120 93.310 95.336 81.120 93.310 95.354 81.122 93.312 95.375 81.123 93.388 95.748 81.129 93.389 95.759 81.129 93.390 95.975 81.191 93.390 97.945 82.249 93.397 97.948 82.256

>90 ✔ >90 ✔

   

81.118 93.308 95.335 81.120 93.308 95.336 81.120 93.310 95.336 81.120 93.310 95.354 81.122 93.312 95.375 81.123 93.388 95.748 81.129 93.389 95.759 81.129 93.390 95.975 81.191 93.390 97.945 82.249 93.397 97.948 82.256

>90 ✔ >90 ✔

(B2) Irregularity Check is not performed.  !

RELATIVE STOREY  DRIFT CHECK: (SS EN  1998-1 -  Cl. 4.3.4 ve 4.4.3.2(1)a) h : Storey Height de : Maximum Absolute Storey Drift (reduced by  q) ds : Maximum Absolute Storey Drift  (d s =  de *  q) dr  : Relative Storey Drift  (d s(i)  - d s(i-1)) v : EC8 Reduction Factor   EARTHQUAKE DIRECTION 1 (Angle From X 0.000 Degrees) Load Case: Sx+ Storey Storey: 14 Storey: 13 Storey: 12 Storey: 11 Storey: 10 Storey: 9 Storey: 8 Storey: 7 Storey: 6 Storey: 5 Storey: 4 Storey: 3 Storey: 2 Storey: 1

ProtaStructure v2.0.6

h (m)

de (m)

ds (m)

dr  (m)

dr * v / h

3.300 3.300 3.300 3.300 3.300 3.300 4.400 4.200 3.700 3.000 3.700 3.700 3.700 3.700

0.028 0.025 0.023 0.021 0.018 0.016 0.014 0.011 0.008 0.006 0.004 0.002 0.001 3.6274E -04

0.083 0.076 0.069 0.062 0.055 0.048 0.041 0.032 0.024 0.018 0.013 0.007 0.003 0.001

0.007 0.007 0.007 0.007 0.008 0.007 0.011 0.008 0.007 0.005 0.006 0.004 0.002 0.001

0.001 ≤ 0.005 ✔ 0.001 ≤ 0.005 ✔ 0.001 ≤ 0.005 ✔ 0.001 ≤ 0.005 ✔ 0.001 ≤ 0.005 ✔ 0.001 ≤ 0.005 ✔ 0.001 ≤ 0.005 ✔ 9.5727E -04  ≤ 0.005 ✔ 8.7994E -04  ≤ 0.005 ✔ 8.1859E -04 ≤ 0.005 ✔ 7.6077E -04 ≤ 0.005 ✔ 5.7017E -04 ≤ 0.005 ✔ 2.8337E -04  ≤ 0.005 ✔ 1.4705E -04  ≤ 0.005 ✔

 

             

Page  4

commercial development Calc. By:  sm Checked By:  fm

Post-analysis Checks Rev: 1

Load Case: SxStorey Storey: 14 Storey: 13 Storey: 12 Storey: 11 Storey: 10 Storey: 9 Storey: 8 Storey: 7 Storey: 6 Storey: 5 Storey: 4 Storey: 3 Storey: 2 Storey: 1

h (m)

de (m)

ds (m)

dr  (m)

3.300 3.300 3.300 3.300 3.300 3.300 4.400 4.200 3.700 3.000 3.700 3.700 3.700 3.700

0.027 0.025 0.023 0.022 0.020 0.017 0.014 0.011 0.008 0.006 0.004 0.002 0.001 3.6152E -04

0.080 0.074 0.070 0.065 0.059 0.050 0.043 0.033 0.025 0.018 0.013 0.007 0.003 0.001

0.007 0.006 0.007 0.007 0.008 0.008 0.011 0.008 0.007 0.005 0.006 0.004 0.002 0.001

 

dr * v / h    

             

9.8879E -04  ≤ 0.005 ✔ 9.7787E -04 ≤ 0.005 ✔ 0.001 ≤ 0.005 ✔ 0.001 ≤ 0.005 ✔ 0.001 ≤ 0.005 ✔ 0.001 ≤ 0.005 ✔ 0.001 ≤ 0.005 ✔ 9.7483E -04 ≤ 0.005 ✔ 9.0080E -04  ≤ 0.005 ✔ 8.2723E -04  ≤ 0.005 ✔ 7.5744E -04 ≤ 0.005 ✔ 5.8469E -04 ≤ 0.005 ✔ 2.9120E -04  ≤ 0.005 ✔ 1.4656E -04  ≤ 0.005 ✔

EARTHQUAKE DIRECTION 2 (Angle From X 90.000 Degrees) Load Case: Sy+ Storey Storey: 14 Storey: 13 Storey: 12 Storey: 11 Storey: 10 Storey: 9 Storey: 8 Storey: 7 Storey: 6 Storey: 5 Storey: 4 Storey: 3 Storey: 2 Storey: 1

h (m)

de (m)

ds (m)

dr  (m)

3.300 3.300 3.300 3.300 3.300 3.300 4.400 4.200 3.700 3.000 3.700 3.700 3.700 3.700

0.023 0.039 0.037 0.034 0.030 0.027 0.024 0.019 0.014 0.010 0.007 0.003 6.5499E -04 7.8578E -04

0.070 0.117 0.110 0.101 0.091 0.081 0.072 0.056 0.041 0.029 0.020 0.009 0.002 0.002

0.004 0.007 0.009 0.010 0.011 0.010 0.016 0.015 0.012 0.009 0.011 0.008 0.001 0.002

h (m)

de (m)

ds (m)

dr  (m)

3.300 3.300 3.300 3.300 3.300 3.300 4.400 4.200 3.700 3.000 3.700 3.700 3.700 3.700

0.021 0.034 0.032 0.029 0.027 0.024 0.021 0.016 0.012 0.008 0.006 0.003 7.2903E -04 9.4512E -04

0.062 0.102 0.096 0.088 0.080 0.071 0.063 0.049 0.036 0.025 0.017 0.008 0.002 0.003

0.004 0.006 0.007 0.008 0.009 0.008 0.014 0.013 0.010 0.008 0.010 0.007 0.002 0.003

   

dr * v / h  

   

6.7741E -04  ≤ 0.005 ✔ 0.001 ≤ 0.005 ✔ 0.001 ≤ 0.005 ✔ 0.001 ≤ 0.005 ✔ 0.002 ≤ 0.005 ✔ 0.001 ≤ 0.005 ✔ 0.002 ≤ 0.005 ✔ 0.002 ≤ 0.005 ✔ 0.002 ≤ 0.005 ✔ 0.002 ≤ 0.005 ✔ 0.002 ≤ 0.005 ✔ 0.001 ≤ 0.005 ✔ 1.9855E -04 ≤ 0.005 ✔ 3.1856E -04  ≤ 0.005 ✔

Load Case: SyStorey Storey: 14 Storey: 13 Storey: 12 Storey: 11 Storey: 10 Storey: 9 Storey: 8 Storey: 7 Storey: 6 Storey: 5 Storey: 4 Storey: 3 Storey: 2 Storey: 1

ProtaStructure v2.0.6

   

dr * v / h    

     

6.2809E -04  ≤ 0.005 ✔ 9.8131E -04 ≤ 0.005 ✔ 0.001 ≤ 0.005 ✔ 0.001 ≤ 0.005 ✔ 0.001 ≤ 0.005 ✔ 0.001 ≤ 0.005 ✔ 0.002 ≤ 0.005 ✔ 0.002 ≤ 0.005 ✔ 0.001 ≤ 0.005 ✔ 0.001 ≤ 0.005 ✔ 0.001 ≤ 0.005 ✔ 9.3423E -04 ≤ 0.005 ✔ 2.2050E -04 ≤ 0.005 ✔ 3.8316E -04  ≤ 0.005 ✔

Page  5

commercial development Calc. By:  sm Checked By:  fm

Post-analysis Checks Rev: 1

SECOND ORDER EFFECTS REQUIREMENT CHECK: STRUCTURAL IRREGULARITIES: Plan Irregularities Torsional Irregularities Discontinuities in Floor Diaphragm Existance of Re -entrant Corners Storey Slenderness

:  -NONE :  -NONE :  -NONE :  -NONE -

Vertical Irregularities Interstorey Strength Irregularity (Weak Storey) Interstorey Stiffness Irregularity (Soft Storey) Interstorey Mass Distribution Irregularity Discontinuities in Vertical  Load Bearing Members Existance of Re -entrant Storeys

:  -NONE :  -NONE :  -NONE :  -NONE :  -NONE -

STOREY MASSES, WEIGHTS AND DYNAMIC INERTIA FORCES h m, mr 2 G, Q W F1, F 2

: Storey Height : Storey Mass  and  Mass Moment of Inertia : Sum of Dead  and  Live Loads in Storey : Storey Seismic Weight  (W  = G + nQ) : Earthquake forces h (m)

Storey Storey: 14 Storey: 13 Storey: 12 Storey: 11 Storey: 10 Storey: 9 Storey: 8 Storey: 7 Storey: 6 Storey: 5 Storey: 4 Storey: 3 Storey: 2 Storey: 1 Total

         

3.300 3.300 3.300 3.300 3.300 3.300 4.400 4.200 3.700 3.000 3.700 3.700 3.700 3.700

                 

mr 2 (t.m2)

m (t) 79.877 1734.733 1559.373 1559.373 1559.373 1603.167 2061.768 2098.667 2137.744 1932.884 2004.725 1987.762 2106.774 2354.539

                         

                         

370.369 5.807E+05 5.181E+05 5.174E+05 5.169E+05 5.484E+05 9.534E+05 8.648E+05 9.335E+05 8.465E+05 8.755E+05 8.663E+05 1.081E+06 9.512E+05

 

G (kN)

Q (kN)

W (kN)

F1 (kN)

F2 (kN)

711.4 15483.5 14997.1 14997.1 14997.1 15426.7 19830.2 19947.7 20331.1 18050.4 18755.2 18598.2 19795.8 22206.1 234127.4

240.7 10228.2 2002.5 2002.5 2002.5 2002.5 2638.3 4268.1 4268.1 6074.6 6074.6 6011.7 5811.2 5946.3 59571.7

783.6 17017.7 15297.4 15297.4 15297.4 15727.1 20225.9 20587.9 20971.3 18961.6 19666.4 19499.9 20667.5 23098.0 243099.3

50.4 602.2 429.5 337.0 336.7 377.6 544.6 649.9 538.2 458.1 416.5 410.0 332.0 139.1 5621.1

32.7 487.5 346.4 308.6 286.6 254.6 377.6 493.9 520.8 462.3 474.7 440.7 444.7 308.1 5232.9

STOREY CENTER OF GRAVITY TABLE Bx, B y Xg, Y g ex,  e y

: Plan Width of Storeys : Storey Center of Gravity Coordinates : Eccentricities (Percent of Plan Width) Bx (m)

Storey Storey: 14 Storey: 13 Storey: 12 Storey: 11 Storey: 10 Storey: 9 Storey: 8 Storey: 7 Storey: 6 Storey: 5 Storey: 4

 

ProtaStructure v2.0.6

7.250 60.550 60.550 60.550 60.550 60.550 60.550 60.550 60.550 60.550 60.550

 

Xg (m)

ex (%)

By (m)

27.756 29.725 29.640 29.640 29.640 29.611 29.560 29.332 29.448 29.576 29.282

5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00

4.825 29.900 29.900 29.900 29.900 29.900 29.900 29.900 29.900 29.900 29.900

                   

                   

ey (%)

 Yg (m)  

27.053 15.023 15.136 15.136 15.136 15.131 15.150 15.135 15.105 15.115 15.150

                     

5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 Page  6

commercial development Calc. By:  sm Checked By:  fm

Post-analysis Checks Rev: 1

Storey: 3 Storey: 2 Storey: 1

60.550 60.550 60.550

29.054 30.309 29.664

     

5.00 5.00 5.00

     

29.900 29.900 29.900

15.098 15.618 15.046

     

5.00 5.00 5.00

SEISMIC OVERTURNING CHECK: : Total Building Height measured from foundation level. : Earthquake forces : Overturning Moments : Resisting Moments at storey level : Moment arm of resisting forces to overturning : Story Center of Gravity Coordinates : Storey Seismic Weight  (W  = G + nQ)

hi F1, F 2 Ma1, M a2 Mp1, M p2 d1,  d 2 Xg, Y g W

OVERTURNING EFFECTS: h (m)

Storey Storey: 14 Storey: 13 Storey: 12 Storey: 11 Storey: 10 Storey: 9 Storey: 8 Storey: 7 Storey: 6 Storey: 5 Storey: 4 Storey: 3 Storey: 2 Storey: 1 Total

         

49.900 46.600 43.300 40.000 36.700 33.400 30.100 25.700 21.500 17.800 14.800 11.100 7.400 3.700

             

F1 (kN)                        

Ma1 (kN.m)

50.4 602.2 429.5 337.0 336.7 377.6 544.6 649.9 538.2 458.1 416.5 410.0 332.0 139.1

                         

F2 (kN)

2517.2 28061.4 18596.1 13479.6 12357.2 12612.1 16391.7 16703.0 11571.5 8154.5 6164.2 4551.3 2456.6 514.7 154131.0

                         

Ma2 (kN.m)

32.7 487.5 346.4 308.6 286.6 254.6 377.6 493.9 520.8 462.3 474.7 440.7 444.7 308.1

                           

1629.5 22717.9 15001.2 12343.9 10517.8 8505.2 11364.5 12692.3 11198.0 8229.3 7025.7 4892.2 3291.0 1139.9 130548.7

RESISTING EFFECTS  (Negative Earthquake Direction): Storey Storey: 14 Storey: 13 Storey: 12 Storey: 11 Storey: 10 Storey: 9 Storey: 8 Storey: 7 Storey: 6 Storey: 5 Storey: 4 Storey: 3 Storey: 2 Storey: 1 Total

 

W (kN)

d1 (m)

Mp1 (kN.m)

d2 (m)

Mp2 (kN.m)

783.6 17017.7 15297.4 15297.4 15297.4 15727.1 20225.9 20587.9 20971.3 18961.6 19666.4 19499.9 20667.5 23098.0

27.756 29.725 29.640 29.640 29.640 29.611 29.560 29.332 29.448 29.576 29.282 29.054 30.309 29.664

21749.2 505843.7 453416.0 453416.0 453416.0 465695.9 597888.9 603877.6 617568.7 560806.1 575877.7 566554.7 626410.8 685177.4 7187698.6

27.053 15.023 15.136 15.136 15.136 15.131 15.150 15.135 15.105 15.115 15.150 15.098 15.618 15.046

21198.8 255656.0 231534.7 231534.7 231534.7 237964.8 306430.9 311602.0 316774.3 286613.8 297942.5 294414.5 322782.3 347535.0 3693518.8

d2 (m)

Mp2 (kN.m)

RESISTING EFFECTS  (Positive Earthquake Direction): Storey Storey: 14 Storey: 13 Storey: 12 Storey: 11 Storey: 10 Storey: 9 Storey: 8 Storey: 7 Storey: 6 ProtaStructure v2.0.6

 

W (kN)

d1 (m)

Mp1 (kN.m)

783.6 17017.7 15297.4 15297.4 15297.4 15727.1 20225.9 20587.9 20971.3

32.794 30.825 30.910 30.910 30.910 30.939 30.990 31.218 31.102

25697.6 524580.0 472844.3 472844.3 472844.3 486578.2 626792.3 642721.0 652241.9

 

 

 

2.847 14.877 14.764 14.764 14.764 14.769 14.750 14.765 14.795

 

 

2230.8 253174.2 225858.9 225858.9 225858.9 232274.5 298325.0 303976.9 310266.8 Page  7

commercial development Calc. By:  sm Checked By:  fm

Post-analysis Checks Rev: 1

Storey: 5 Storey: 4 Storey: 3 Storey: 2 Storey: 1 Total

18961.6 19666.4 19499.9 20667.5 23098.0

30.974 31.268 31.496 30.241 30.886

587318.6 614920.1 614167.1 625003.5 713408.1 7531961.3

14.785 14.750 14.802 14.282 14.854

280337.9 290081.5 288634.0 295174.6 343096.0 3575148.9

Overturning Check: Dir  1  ... Mp1 / Ma1 = 7187698.6 / 154131.0 =   46.6337 ≥ 2.0 OK ✔ Overturning Check: Dir  2  ... Mp2 / Ma2 = 3575148.9 / 130548.7 =   27.3856 ≥ 2.0 OK ✔

SEISMIC CHECKS SUMMARY REPORT: Effective Mass Ratio exceeds  90%  in all loadings. Number of Participating Modes  are  sufficient. ✔ Vibration Periods: T1x =1.5s, T1y =1.6s ... 2.0s is below limit. Equivalent Static  Load  Analysis Method can  be  used. ✔ (B1) Irregularity does not exists in the building. ✔ Structural Behaviour Factor calculated after Wall/Frame System Check is R= 3.00 Structural Behaviour Factor calculated based  on  Structural System Class is R= 3.00 is adequate. ✔

ProtaStructure v2.0.6

Page  8