Design of Steel Structure The statical method of plastic analysis satisfies equilibrium and mechanism conditions equilibrium and plastic moment conditions equilibrium condition only mechanism and plastic moment conditions equilibrium and mechanism conditions equilibrium and plastic moment conditions equilibrium condition only mechanism and plastic moment conditions ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure For a compression member with double angle section, which of the following section will give larger value of minimum radius of gyration? equal angles back to back both (b) or (c) unqual legged angles with long legs back to back unequal legged angles with short legs back to back equal angles back to back both (b) or (c) unqual legged angles with long legs back to back unequal legged angles with short legs back to back ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The sway bracing is designed to transfer 10% of the top panel wind load to bottom bracing 25% of the top panel wind load to bottom bracing 2Vi % of the top panel wind load to bottom bracing 50% of the top panel wind load to bottom bracing 10% of the top panel wind load to bottom bracing 25% of the top panel wind load to bottom bracing 2Vi % of the top panel wind load to bottom bracing 50% of the top panel wind load to bottom bracing ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Bending compressive and tensile stresses respectively are calculated based on net area and gross area net area in both cases gross area in both cases gross area and net area net area and gross area net area in both cases gross area in both cases gross area and net area ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The effective length of a fillet weld should not be less than Weld size Four times the weld size Two times the weld size Six times the weld size Weld size Four times the weld size Two times the weld size Six times the weld size ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure According to IS Specifications, the effective length of a column effectively held in position at both ends and restrained in direction at one end is taken as L 0.67 L 0.8 L 1.5 L L 0.67 L 0.8 L 1.5 L ANSWER DOWNLOAD EXAMIANS APP
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