Design of Steel Structure The shape factor of an isosceles triangle for bending about the axis parallel to the base is: 2.34 1.0 2.01 2.33 2.34 1.0 2.01 2.33 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 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 50% by direct bearing and 50% through fastenings Fully by direct bearing ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Intermediate vertical stiffeners in a plate girder need be provided if the depth of web exceeds (where t is thickness of web) 50 t 250 t 200 t 85 t 50 t 250 t 200 t 85 t ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Lacing bars in a steel column should be designed to resist Bending moment due to 2.5% of the column load 2.5% of the column load Shear force due to 2.5% of the column load Both (A) and (B) Bending moment due to 2.5% of the column load 2.5% of the column load Shear force due to 2.5% of the column load Both (A) and (B) ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure If the thickness of thinnest outside plate is 10 mm, then the maximum pitch of rivets in tension will be taken as 162 mm 161 mm 160 mm 163 mm 162 mm 161 mm 160 mm 163 mm ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Area of openings for buildings of large permeability is more than 10% of wall area 50% of wall area 30% of wall area 20% of wall area 10% of wall area 50% of wall area 30% of wall area 20% of wall area ANSWER DOWNLOAD EXAMIANS APP
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