Design of Steel Structure The maximum permissible span of asbestos cement sheets is 1680 mm 1250 mm 810 mm 650 mm 1680 mm 1250 mm 810 mm 650 mm ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure A butt weld is specified by size of weld effective throat thickness plate thickness penetration thickness size of weld effective throat thickness plate thickness penetration thickness ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure As per IS : 800, for compression flange, the outstand of flange plates should not exceed (where t = thickness of thinnest flange plate) 162 161 163 164 162 161 163 164 ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The overlap of batten plates with the main members in welded connections should be more than (where t = thickness of the batten plate) 8t 6t 3t 4t 8t 6t 3t 4t ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The elastic strain for steel is about 1/2 of strain at the initiation of strain hardening and about 1/12 of maximum strain 1/12 of strain at the initiation of strain hardening and about 1/120 of maximum strain 1/24 of strain at the initiation of strain hardening and about 1/200 of maximum strain 1/12 of strain at the initiation of strain hardening and 1/200 of maximum strain 1/2 of strain at the initiation of strain hardening and about 1/12 of maximum strain 1/12 of strain at the initiation of strain hardening and about 1/120 of maximum strain 1/24 of strain at the initiation of strain hardening and about 1/200 of maximum strain 1/12 of strain at the initiation of strain hardening and 1/200 of maximum strain ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The maximum slenderness ratio of a compression member carrying both dead and superimposed load is 150 200 180 190 150 200 180 190 ANSWER DOWNLOAD EXAMIANS APP
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