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

Architectural Drafting and Design (MindTap Course List)

7th Edition

ISBN:9781285165738

Author:Alan Jefferis, David A. Madsen, David P. Madsen

Publisher:Alan Jefferis, David A. Madsen, David P. Madsen

Chapter32: Drawing Framing Plans

Section: Chapter Questions

Problem 32.6Q

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Question

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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