EBK STRUCTURAL ANALYSIS
EBK STRUCTURAL ANALYSIS
6th Edition
ISBN: 9780357030974
Author: KASSIMALI
Publisher: VST
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Chapter 2, Problem 14P
To determine

Find the external wind pressure acting on the windward and leeward side of the roof of the building.

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P10.7 WP For the simply supported steel beam [E = 200 GPa; I = 129 × 106 mm²] shown in Figure P10.7, use the double-integration method to determine the deflection at B. Assume that L = 4 m, P = 60 kN, and w = 40 kN/m. A B FIGURE P10.7 W
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