Design Load due to Wind

Design load due to wind

q_{d, Wind} = γ_{Q} \cdot (c_{pe, D} \cdot c_{pe, E}) \cdot q_{p} \cdot \frac{H}{2}

q_d,wind	Design load due to wind
γ_Q	Partial safety factor for a variable action
c_pe	External pressure coefficient
q_p	Peak velocity pressure
h	Height of the building

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