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20 kN/m B I D A W 360 X 101 3 m 5 m 4 m V M Design Check: The beam shown is made of a material with E = 200 GPa, o = 75MPA, l 20.0MPA, and its size is similar to a W360 X 101. Our other constraint is that we only have W360s in stock. We want to determine if this is a proper design and if not, what a good alternative could be. You are responsible for a) design check b) design suggestion

20 kN/m B I D A W 360 X 101 3 m 5 m 4 m V M Design Check: The beam shown is made of a material with E = 200 GPa, o = 75MPA, l 20.0MPA, and its size is similar to a W360 X 101. Our other constraint is that we only have W360s in stock. We want to determine if this is a proper design and if not, what a good alternative could be. You are responsible for a) design check b) design suggestion

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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20 kN/m B I D A W 360 X 101 3 m 5 m 4 m V M
Transcribed Image Text:20 kN/m B I D A W 360 X 101 3 m 5 m 4 m V M
Design Check: The beam shown is made of a material with E = 200 GPa, o = 75MPA, l 20.0MPA, and its size is similar to a W360 X 101. Our other constraint is that we only have W360s in stock. We want to determine if this is a proper design and if not, what a good alternative could be. You are responsible for a) design check b) design suggestion
Transcribed Image Text:Design Check: The beam shown is made of a material with E = 200 GPa, o = 75MPA, l 20.0MPA, and its size is similar to a W360 X 101. Our other constraint is that we only have W360s in stock. We want to determine if this is a proper design and if not, what a good alternative could be. You are responsible for a) design check b) design suggestion
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