Design of Steel Structure The relation between intensity of wind pressure p and velocity of wind V is taken as paV”2 pa V paV2 p a (1/V) paV”2 pa V paV2 p a (1/V) 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 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 + 2.5% of column loads horizontal shear due to wind or earthquake only 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 + 2.5% of column loads ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The risk coefficient k, depends on both (a) and (b) mean probable design life of structures None of these basic wind speed both (a) and (b) mean probable design life of structures None of these basic wind speed ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The internal pressure coefficient on walls for buildings with large permeability is taken as ±0.5 ± 0.7 0 ± 0.2 ±0.5 ± 0.7 0 ± 0.2 ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The allowable shear stress in the web of mild steel beams decreases with (where ‘h’ is height and t is thickness) increase in h/t ratio decrease in h/t ratio decrease in thickness increase in height increase in h/t ratio decrease in h/t ratio decrease in thickness increase in height ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Area of openings for buildings of large permeability is more than 50% of wall area 10% of wall area 20% of wall area 30% of wall area 50% of wall area 10% of wall area 20% of wall area 30% of wall area ANSWER DOWNLOAD EXAMIANS APP
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