Design of Steel Structure The forces acting on the web splice of a plate girder are Axial forces Axial and bending forces Shear and axial forces Shear and bending forces Axial forces Axial and bending forces Shear and axial forces Shear and bending forces ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Lacing bars in a steel column should be designed to resist 2.5% of the column load Both (A) and (B) Shear force due to 2.5% of the column load Bending moment due to 2.5% of the column load 2.5% of the column load Both (A) and (B) Shear force due to 2.5% of the column load Bending moment due to 2.5% of the column load ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Generally the purlins are placed at the panel points so as to avoid Axial force in rafter Shear force in rafter Bending moment in rafter Deflection of rafter Axial force in rafter Shear force in rafter Bending moment in rafter Deflection of rafter ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Horizontal stiffener in a plate girder is provided to safeguard against yielding compression buckling of web plate shear buckling of web plate All of these yielding compression buckling of web plate shear buckling of web plate All of these ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure A steel beam supporting loads from the floor slab as well as from wall is termed as stringer beam lintel beam spandrel beam header beam stringer beam lintel beam spandrel beam header beam 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) paV”2 paV2 pa V p a (1/V) paV”2 paV2 pa V ANSWER DOWNLOAD EXAMIANS APP
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