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 500 mm 300 mm 1000 mm 600 mm 500 mm 300 mm ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure When the axis of load lies in the plane of rivet group, then the most heavily loaded rivet will be the one which (where, Fa is the load shared by each rivet due to axial load and Fm is the shearing load due to moment in any rivet.) is at the maximum distance from CG of the rivet group is at the minimum distance from CG of the rivet group gives the minimum angle between the two forces Fa and Fm gives the maximum angle between the two forces Fa and Fm is at the maximum distance from CG of the rivet group is at the minimum distance from CG of the rivet group gives the minimum angle between the two forces Fa and Fm gives the maximum angle between the two forces Fa and Fm ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The forces acting on the web splice of a plate girder are Shear and bending forces Axial and bending forces Shear and axial forces Axial forces Shear and bending forces Axial and bending forces Shear and axial forces Axial forces ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure For rivets in tension with counter-sunk heads, the tensile value shall be reduced by 33.3% reduced by 25 % increased by 25 % increased by 33.3 % reduced by 33.3% reduced by 25 % increased by 25 % increased by 33.3 % ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The live load for a sloping roof with slope 15°, where access is not provided to roof, is taken as 0.65 kN/m2 1.35 kN/m2 0.75 kN/m2 1.50 kN/m2 0.65 kN/m2 1.35 kN/m2 0.75 kN/m2 1.50 kN/m2 ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The slenderness ratio of lacing bars should not exceed 100 180 145 120 100 180 145 120 ANSWER DOWNLOAD EXAMIANS APP
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