where: Ft = the portion of the base shear, V, considered concentrated at the top of the structure in addition to Fn.
where: T = elastic fundamental period
V = design base shear
NOTE:
1. Ft need not exceed 0.25 V.
2. Ft = 0 when T <=0.70 seconds
The lateral force per floor will then be computed as:
Floor | weight | cummulative height | wt*ht | Cvx | V per floor |
---|---|---|---|---|---|
1 | |||||
2 | |||||
3 |
WEIGHT = the weight (kN) per floor of the structure
CUMMULATIVE HEIGHT = Height of the floor from the ground or base
Cvx = % distribution of weight x height
Cvx = % distribution of weight x height
V per floor = base shear distribution of each floor
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