Limit the member to a Select a W-shape beam for span and uniform dead and live loads as shown in Figure maximum nominal depth of 18 in. Limit the live load deflection to L/360. The beam is simply supported and continuously braced. The beam is ASTM A992 material. Wp=0.45 kip/ft W₁-0.75 kip/ft

Limit the member to a Select a W-shape beam for span and uniform dead and live loads as shown in Figure maximum nominal depth of 18 in. Limit the live load deflection to L/360. The beam is simply supported and continuously braced. The beam is ASTM A992 material. Wp=0.45 kip/ft W₁-0.75 kip/ft

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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Question

Limit the member to a
Select a W-shape beam for span and uniform dead and live loads as shown in Figure
maximum nominal depth of 18 in. Limit the live load deflection to L/360. The beam is simply supported and
continuously braced. The beam is ASTM A992 material.
Wp=0.45 kip/ft
W₁-0.75 kip/ft
(continuously braced)
L=35'-0"

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