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sing the UBC Code wind the windward pressures on the wall and the diaphragm loads for following Building- see section/plan below Cq = 1.3 Ce = 1.43 for 1-15' Ce = 1.45; for 15-20' Ce = 1.50; for 20-25' Ce = 1.54 for 25-35' Building occupancy, residential apartment. V=90 mph Floor heights are 13' 1st..., 11' for 2nd and 3rd Footprint area is 70' x 110

sing the UBC Code wind the windward pressures on the wall and the diaphragm loads for following Building- see section/plan below Cq = 1.3 Ce = 1.43 for 1-15' Ce = 1.45; for 15-20' Ce = 1.50; for 20-25' Ce = 1.54 for 25-35' Building occupancy, residential apartment. V=90 mph Floor heights are 13' 1st..., 11' for 2nd and 3rd Footprint area is 70' x 110

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Using the UBC Code wind the windward pressures on the wall and the diaphragm loads for following Building- see section/plan below

Cq = 1.3
Ce = 1.43 for 1-15'
Ce = 1.45; for 15-20'
Ce = 1.50; for 20-25'
Ce = 1.54 for 25-35'

Building occupancy, residential apartment.

V=90 mph
Floor heights are 13' 1st..., 11' for 2nd and 3rd
Footprint area is 70' x 110'

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