2. Design the compression member in Problem 1 using W14 and A-50 steel. Use ASD with PDL= 990 KN AND PLL= 680 KN. 米 mu 2.5m 3.5m 3.5m

Structural Analysis
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Chapter2: Loads On Structures
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2. Design the compression member in Problem 1 using W14 and A-50 steel.
Use ASD with PDL= 990 KN AND PLL= 680 KN.
muu
2.5m
3.5m
3.5m
I
Transcribed Image Text:2. Design the compression member in Problem 1 using W14 and A-50 steel. Use ASD with PDL= 990 KN AND PLL= 680 KN. muu 2.5m 3.5m 3.5m I
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