...
Strength Excess Coefficient, D = 2.5
As mentioned in TBDY Section 7.11.5 , the earthquake force (DV d ) to be transferred to the wall arm in a strong direction , the earthquake effects calculated taking into account the Resistance Excess Coefficient D at the lower section of the floor level (DV d, i ) and at the upper section of the floor level (DV d, i). +1 ) is calculated as the difference of shear forces occurring.
...
Since DV d = 15.74 kN <2A sa f yd + µA sb f yd = 519.24 kN, the force is transferred safely.
...
Next Topic
...