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 1000 mm 600 mm 300 mm 500 mm 1000 mm 600 mm 300 mm 500 mm ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Bending compressive and tensile stresses respectively are calculated based on gross area and net area net area and gross area gross area in both cases net area in both cases gross area and net area net area and gross area gross area in both cases net area in both cases ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The relation between intensity of wind pressure p and velocity of wind V is taken as paV”2 paV2 p a (1/V) pa V paV”2 paV2 p a (1/V) pa V ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The slenderness ratio of lacing bars should not exceed 120 180 100 145 120 180 100 145 ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure In a gusseted base, when the end of the column is machined for complete bearing on the base plate, then the axial load is assumed to be transferred to base plate 50% by direct bearing and 50% through fastenings Fully by direct bearing Fully through fastenings 75% by direct bearing and 25% through fastenings 50% by direct bearing and 50% through fastenings Fully by direct bearing Fully through fastenings 75% by direct bearing and 25% through fastenings ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The maximum permissible span of asbestos cement sheets is 1680 mm 650 mm 1250 mm 810 mm 1680 mm 650 mm 1250 mm 810 mm ANSWER DOWNLOAD EXAMIANS APP
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