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Q1) Design the lightest W14-shape for the following factored load beam column. It's a braced memebr.Kx=Ky=1, Fy=50 LRFD design (Ans:14x 61 is acceptable you should show me how you reach to it by snip of table,formula,. be noted Table 6-2 can beused just C, =1 and you have to modify it in your formula H1-la or H1-1-b) 2364 168 4 1S

Q1) Design the lightest W14-shape for the following factored load beam column. It's a braced memebr.Kx=Ky=1, Fy=50 LRFD design (Ans:14x 61 is acceptable you should show me how you reach to it by snip of table,formula,. be noted Table 6-2 can beused just C, =1 and you have to modify it in your formula H1-la or H1-1-b) 2364 168 4 1S

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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Q1) Design the lightest W14-shape for the following factored load beam column. It's a braced memebr.Kx=Ky=1, Fy=50 LRFD design (Ans:14x 61 is acceptable you should show me how you reach to it by snip of table,formula,. be noted Table 6-2 can beused just C, =1 and you have to modify it in your formula H1-la or H1-1-b) 236* 168 f4 15
Transcribed Image Text:Q1) Design the lightest W14-shape for the following factored load beam column. It's a braced memebr.Kx=Ky=1, Fy=50 LRFD design (Ans:14x 61 is acceptable you should show me how you reach to it by snip of table,formula,. be noted Table 6-2 can beused just C, =1 and you have to modify it in your formula H1-la or H1-1-b) 236* 168 f4 15
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