Design of Steel Structure A steel beam supporting loads from the floor slab as well as from wall is termed as lintel beam header beam spandrel beam stringer beam lintel beam header beam spandrel beam stringer beam ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The forces acting on the web splice of a plate girder are Axial forces Axial and bending forces Shear and bending forces Shear and axial forces Axial forces Axial and bending forces Shear and bending forces Shear and axial forces ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The effect of racking forces is considered in the design ofi) lateral bracesii) chord membersThe correct answer is None of these only (ii) only (i) both (i) and (ii) None of these only (ii) only (i) both (i) and (ii) ANSWER DOWNLOAD EXAMIANS APP
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 150.0 MPa on gross area 105.5 MPa on net area 95.0 MPa on net area 105.5 MPa on gross area 150.0 MPa on gross area 105.5 MPa on net area 95.0 MPa on net area ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The bracing between two columns of a steel tank will be designed to resist 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 + 2.5% of column loads horizontal shear due to wind or earthquake only 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 + 2.5% of column loads horizontal shear due to wind or earthquake only ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure For the buildings having a low permeability, the internal wind pressure acting normal to the wall and roof surfaces is taken as (where p is basic wind pressure) ± 0.5 p ±0.7p zero ±0.2p ± 0.5 p ±0.7p zero ±0.2p ANSWER DOWNLOAD EXAMIANS APP
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