Determine the maximum compressive axial load P that can be carried by the given built-up column and the system configuration shown below. Use ASD. S 235 Fy= 235 N/mm², E= 200000N/mm? 164.8. In= 280 aut Tg = 73 au1 A'- 19,2 cu? V = 3,99 au. = 4.95 au. 2- 3,83 am . LI00.100-10 %3D 220 L 100.100.10 B Weak beam 2,70" 2,70M Ends are pinned. 220
Determine the maximum compressive axial load P that can be carried by the given built-up column and the system configuration shown below. Use ASD. S 235 Fy= 235 N/mm², E= 200000N/mm? 164.8. In= 280 aut Tg = 73 au1 A'- 19,2 cu? V = 3,99 au. = 4.95 au. 2- 3,83 am . LI00.100-10 %3D 220 L 100.100.10 B Weak beam 2,70" 2,70M Ends are pinned. 220
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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