Design of Steel Structure As per IS : 800, for compression flange, the outstand of flange plates should not exceed (where t = thickness of thinnest flange plate) 164 163 162 161 164 163 162 161 ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The least dimension in case of a circular column of diameter D is taken as 0.5 D 0.68 D 0.78 D 0.88 D 0.5 D 0.68 D 0.78 D 0.88 D 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 75% by direct bearing and 25% through fastenings Fully by direct bearing Fully through fastenings 50% by direct bearing and 50% through fastenings 75% by direct bearing and 25% through fastenings Fully by direct bearing Fully through fastenings ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The maximum permissible span of asbestos cement sheets is 810 mm 1250 mm 650 mm 1680 mm 810 mm 1250 mm 650 mm 1680 mm ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The difference between gross diameter and nominal diameter for the rivets up to 25 mm diameter is 2.0 mm 2.5 mm 1.0 mm 1.5 mm 2.0 mm 2.5 mm 1.0 mm 1.5 mm ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Shear buckling of web in a plate girder is prevented by using vertical intermediate stiffener None of these horizontal stiffener at neutral axis bearing stiffener vertical intermediate stiffener None of these horizontal stiffener at neutral axis bearing stiffener ANSWER DOWNLOAD EXAMIANS APP
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