Design of Steel Structure Pitch of tacking rivets, when double angles connected back to back and acting as tension members should not be more than 600 mm 300 mm 500 mm 1000 mm 600 mm 300 mm 500 mm 1000 mm ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The bracing between two columns of a steel tank will be designed to resist column loads + full horizontal shear due to wind or earthquake column loads + 2.5% of 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 + full horizontal shear due to wind or earthquake column loads + 2.5% of 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 ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure As compared to field rivets, the shop rivets are weaker stronger Any of these equally strong weaker stronger Any of these equally strong ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure A butt weld is specified by penetration thickness plate thickness size of weld effective throat thickness penetration thickness plate thickness size of weld effective throat thickness ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Bolts are most suitable to carry shear bending shear and bending axial tension shear bending shear and bending axial tension ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The range of economical spacing of trusses varies from L/3 to L/5 L/4to2L/5 2L/5 to 3L/5 where L is span L/3 to L/2 L/3 to L/5 L/4to2L/5 2L/5 to 3L/5 where L is span L/3 to L/2 ANSWER DOWNLOAD EXAMIANS APP
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