Design of Steel Structure When the axis of load lies in the plane of rivet group, then the rivets are subjected to None of these only tensile stresses both (a) and (b) only shear stresses None of these only tensile stresses both (a) and (b) only shear stresses ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The relation between intensity of wind pressure p and velocity of wind V is taken as p a (1/V) pa V paV”2 paV2 p a (1/V) pa V paV”2 paV2 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 forces Shear and axial forces Axial and bending forces Shear and bending forces Axial forces Shear and axial forces Axial and bending forces ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The best arrangement to provide unified behaviour in built up steel columns is by tie plates lacing perforated cover plates battening tie plates lacing perforated cover plates battening ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The connection of intermediate vertical stiffeners to the web, not subjected to external loads, shall be designed for a minimum shear force (kN/m) of(where, t = the web thickness in mm h = the outstand of stiffener in mm) 75 t2/h 175 t2/h 125 t2/h 125 t3/h2 75 t2/h 175 t2/h 125 t2/h 125 t3/h2 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
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