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) 164 163 161 162 164 163 161 162 ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The bracing between two columns of a steel tank will be designed to resist horizontal, shear due to wind or earthquake + 2.5% of column loads column loads + full horizontal shear due to wind or earthquake column loads + 2.5% of horizontal shear due to wind or earthquake horizontal shear due to wind or earthquake only horizontal, shear due to wind or earthquake + 2.5% of column loads column loads + full horizontal shear due to wind or earthquake column loads + 2.5% of horizontal shear due to wind or earthquake horizontal shear due to wind or earthquake only ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The allowable tensile stress in structural mild steel plates for steel tank is assumed as 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 105.5 MPa on gross area 105.5 MPa on net area 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 maximum angle between the two forces Fa and Fm gives the minimum 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 maximum angle between the two forces Fa and Fm gives the minimum angle between the two forces Fa and Fm ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure In case of plastic design, the calculated maximum shear capacity of a beam as per IS:800 shall be (where, Aw = effective cross-sectional area resisting shear fy = yield stress of the steel) 0.65 Awfy 0.55 Awfy 0.85 Awfy 0.75 Awfy 0.65 Awfy 0.55 Awfy 0.85 Awfy 0.75 Awfy ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The maximum permissible span of asbestos cement sheets is 1680 mm 650 mm 1250 mm 810 mm 1680 mm 650 mm 1250 mm 810 mm ANSWER DOWNLOAD EXAMIANS APP
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