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 300 mm 500 mm 600 mm 1000 mm 300 mm 500 mm 600 mm 1000 mm 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 75% by direct bearing and 25% through fastenings Fully by direct bearing 50% by direct bearing and 50% through fastenings Fully through fastenings 75% by direct bearing and 25% through fastenings Fully by direct bearing 50% by direct bearing and 50% through fastenings Fully through fastenings ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure As per IS : 875, for the purposes of specifying basic wind velocity, the country has been divided into 5 zones 4 zones 3 zones 6 zones 5 zones 4 zones 3 zones 6 zones ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Minimum thickness of web in a plate girder, when the plate is accessible and also exposed to weather, is 7 mm 9 mm 6 mm 8 mm 7 mm 9 mm 6 mm 8 mm ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure For rivets in tension with counter-sunk heads, the tensile value shall be increased by 33.3 % increased by 25 % reduced by 33.3% reduced by 25 % increased by 33.3 % increased by 25 % reduced by 33.3% reduced by 25 % ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Shape factor is a property which depends only on the ultimate stress of the material only on the yield stress of the material only on the geometry of the section both on the yield stress and ultimate stress of material only on the ultimate stress of the material only on the yield stress of the material only on the geometry of the section both on the yield stress and ultimate stress of material ANSWER DOWNLOAD EXAMIANS APP
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