Design of Steel Structure The effective length of a battened strut effectively held in position at both ends but not restrained in direction is taken as 1.3 L 1.1 L 1.5 L 1.8 L 1.3 L 1.1 L 1.5 L 1.8 L ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The range of economical spacing of trusses varies from L/3 to L/2 L/3 to L/5 2L/5 to 3L/5 where L is span L/4to2L/5 L/3 to L/2 L/3 to L/5 2L/5 to 3L/5 where L is span L/4to2L/5 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 + 2.5% of column loads column loads + full horizontal shear due to wind or earthquake horizontal shear due to wind or earthquake only column loads + 2.5% of horizontal shear due to wind or earthquake horizontal, shear due to wind or earthquake + 2.5% of column loads column loads + full horizontal shear due to wind or earthquake horizontal shear due to wind or earthquake only column loads + 2.5% of horizontal shear due to wind or earthquake ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure If the thickness of thinnest outside plate is 10 mm, then the maximum pitch of rivets in tension will be taken as 161 mm 163 mm 160 mm 162 mm 161 mm 163 mm 160 mm 162 mm 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 6t 4t 8t 3t 6t 4t 8t ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Minimum pitch provided in riveted steel tanks is (where d is diameter of rivets) 1.5 d 2.0 d 3.0 d 2.5 d 1.5 d 2.0 d 3.0 d 2.5 d ANSWER DOWNLOAD EXAMIANS APP
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