Design of Steel Structure The risk coefficient k, depends on mean probable design life of structures basic wind speed both (a) and (b) None of these mean probable design life of structures basic wind speed both (a) and (b) None of these ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The forces acting on the web splice of a plate girder are Shear and bending forces Axial and bending forces Axial forces Shear and axial forces Shear and bending forces Axial and bending forces Axial forces Shear and axial forces ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Horizontal stiffener in a plate girder is provided to safeguard against compression buckling of web plate All of these yielding shear buckling of web plate compression buckling of web plate All of these yielding shear buckling of web plate ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure In case of timber structures, the simple bending formula M = fz may be applied for all rectangular beams all square cross-section beams solid circular beams only rectangular beams up to 300 mm depth all rectangular beams all square cross-section beams solid circular beams only rectangular beams up to 300 mm depth 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 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 105.5 MPa on gross area ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Minimum pitch of the rivets shall not be less than (where d is gross diameter of rivet) 3.0 d 2.0 d 1.5 d 2.5 d 3.0 d 2.0 d 1.5 d 2.5 d ANSWER DOWNLOAD EXAMIANS APP
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