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18 ft diaphragm supports top of columns 9 ft wind columns Front View 8 ft 8 ft 8 ft 8 ft 8 ft 8 ft Top View 30 psf Side View infill masonry wall ± 5 psf

18 ft diaphragm supports top of columns 9 ft wind columns Front View 8 ft 8 ft 8 ft 8 ft 8 ft 8 ft Top View 30 psf Side View infill masonry wall ± 5 psf

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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The end wall of a gymnasium is constructed of vertical wind columns that span between the foundation and the roof diaphragm with lengths varying between 18 ft and 27 ft. Concrete masonry block spans 8-ft side-to-side between columns in the figure. Wind pressure is applied to both the inside and outside faces of the wall where the inside pressure can either act into or out of the surface of the wall. Sketch the two loading diagrams for a 1.0-ft wide strip of the masonry wall. Please solve and show steps handwritten Thank you
18 ft diaphragm supports top of columns 9 ft wind columns Front View 8 ft 8 ft 8 ft 8 ft 8 ft 8 ft Top View 30 psf Side View infill masonry wall ± 5 psf
Transcribed Image Text:18 ft diaphragm supports top of columns 9 ft wind columns Front View 8 ft 8 ft 8 ft 8 ft 8 ft 8 ft Top View 30 psf Side View infill masonry wall ± 5 psf
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