Design of Steel Structure The allowable tensile stress in structural mild steel plates for steel tank is assumed as 150.0 MPa on gross area 105.5 MPa on net area 105.5 MPa on gross area 95.0 MPa on net area 150.0 MPa on gross area 105.5 MPa on net area 105.5 MPa on gross area 95.0 MPa on net area ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Horizontal stiffener in a plate girder is provided to safeguard against shear buckling of web plate All of these yielding compression buckling of web plate shear buckling of web plate All of these yielding compression buckling of web plate ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Economical depth of a plate girder corresponds to minimum depth maximum weight minimum thickness of web minimum weight minimum depth maximum weight minimum thickness of web minimum weight ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Shear buckling of web in a plate girder is prevented by using None of these horizontal stiffener at neutral axis bearing stiffener vertical intermediate stiffener None of these horizontal stiffener at neutral axis bearing stiffener vertical intermediate stiffener ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The maximum slenderness ratio of a compression member carrying both dead and superimposed load is 150 190 180 200 150 190 180 200 ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The forces acting on the web splice of a plate girder are Axial and bending forces Shear and axial forces Axial forces Shear and bending forces Axial and bending forces Shear and axial forces Axial forces Shear and bending forces ANSWER DOWNLOAD EXAMIANS APP
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