Design of Steel Structure The capacity of the smallest pressed steel tank is 1000 litre 2450 litre 1950 litre 1650 litre 1000 litre 2450 litre 1950 litre 1650 litre ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The bracing between two columns of a steel tank will be designed to resist horizontal shear due to wind or earthquake only horizontal, shear due to wind or earthquake + 2.5% of column loads column loads + 2.5% of horizontal shear due to wind or earthquake column loads + full horizontal shear due to wind or earthquake horizontal shear due to wind or earthquake only horizontal, shear due to wind or earthquake + 2.5% of column loads column loads + 2.5% of horizontal shear due to wind or earthquake column loads + full horizontal shear due to wind or earthquake ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The risk coefficient k, depends on basic wind speed mean probable design life of structures None of these both (a) and (b) basic wind speed mean probable design life of structures None of these both (a) and (b) ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The range of economical spacing of trusses varies from L/4to2L/5 L/3 to L/2 2L/5 to 3L/5 where L is span L/3 to L/5 L/4to2L/5 L/3 to L/2 2L/5 to 3L/5 where L is span L/3 to L/5 ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The maximum slenderness ratio of a steel column, the design of which is governed by wind or seismic forces is 250 350 180 150 250 350 180 150 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) 3t 8t 4t 6t 3t 8t 4t 6t ANSWER DOWNLOAD EXAMIANS APP
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