Design of Steel Structure To minimize the total cost of a roof truss, the ratio of the cost of truss to the cost of purlins shall be 4 5 2 3 4 5 2 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 1.50 kN/m2 0.75 kN/m2 0.65 kN/m2 1.35 kN/m2 1.50 kN/m2 0.75 kN/m2 0.65 kN/m2 1.35 kN/m2 ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The mechanism method of plastic analysis satisfies equilibrium condition only mechanism and plastic moment conditions equilibrium and mechanism conditions equilibrium and plastic moment conditions equilibrium condition only mechanism and plastic moment conditions equilibrium and mechanism conditions equilibrium and plastic moment conditions ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The internal pressure coefficient on walls for buildings with large permeability is taken as ±0.5 ± 0.7 0 ± 0.2 ±0.5 ± 0.7 0 ± 0.2 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 gives the maximum angle between the two forces Fa and Fm gives the minimum angle between the two forces Fa and Fm is at the minimum distance from CG of the rivet group is at the maximum distance from CG of the rivet group gives the maximum angle between the two forces Fa and Fm gives the minimum angle between the two forces Fa and Fm is at the minimum distance from CG of the rivet group ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The forces acting on the web splice of a plate girder are Axial forces Shear and bending forces Shear and axial forces Axial and bending forces Axial forces Shear and bending forces Shear and axial forces Axial and bending forces ANSWER DOWNLOAD EXAMIANS APP
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