Design of Steel Structure The allowable tensile stress in structural mild steel plates for steel tank is assumed as 105.5 MPa on gross area 105.5 MPa on net area 95.0 MPa on net area 150.0 MPa on gross area 105.5 MPa on gross area 105.5 MPa on net area 95.0 MPa on net area 150.0 MPa on gross area ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Bending compressive and tensile stresses respectively are calculated based on net area and gross area gross area and net area gross area in both cases net area in both cases net area and gross area gross area and net area gross area in both cases net area in both cases ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Generally the purlins are placed at the panel points so as to avoid Bending moment in rafter Axial force in rafter Shear force in rafter Deflection of rafter Bending moment in rafter Axial force in rafter Shear force in rafter Deflection of rafter 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 ± 0.2 ± 0.7 ±0.5 0 ± 0.2 ± 0.7 ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The effective length of a battened strut effectively held in position at both ends but not restrained in direction is taken as 1.3 L 1.1 L 1.5 L 1.8 L 1.3 L 1.1 L 1.5 L 1.8 L 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 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 ANSWER DOWNLOAD EXAMIANS APP
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