The cantilever beam shown in figure (2) supports the roof of a workshop shed "no-ceiling". Design the lightest steel W-shape for the given loads. Use the ASD approach. (The maximum deflection is in the right end of the beam. You can find deflection equation from our class handouts) LL = 1.3 klf DL = 2.7 klf 18 ft

The cantilever beam shown in figure (2) supports the roof of a workshop shed "no-ceiling". Design the lightest steel W-shape for the given loads. Use the ASD approach. (The maximum deflection is in the right end of the beam. You can find deflection equation from our class handouts) LL = 1.3 klf DL = 2.7 klf 18 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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