Design of Steel Structure The moment-curvature relation at a plastic hinge is constant moment for all curvatures linear parabolic constant curvature for all moments constant moment for all curvatures linear parabolic constant curvature for all moments 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) 175 t2/h 125 t2/h 75 t2/h 125 t3/h2 175 t2/h 125 t2/h 75 t2/h 125 t3/h2 ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Generally the purlins are placed at the panel points so as to avoid Deflection of rafter Shear force in rafter Axial force in rafter Bending moment in rafter Deflection of rafter Shear force in rafter Axial force in rafter Bending moment in rafter 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 rectangular beams up to 300 mm depth solid circular beams only all square cross-section beams all rectangular beams rectangular beams up to 300 mm depth solid circular beams only all square cross-section beams ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure According to IS:800, in the Merchant Rankine formula the value of imperfection index (n) is 2 1 1.8 1.4 2 1 1.8 1.4 ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure To minimize the total cost of a roof truss, the ratio of the cost of truss to the cost of purlins shall be 2 5 4 3 2 5 4 3 ANSWER DOWNLOAD EXAMIANS APP
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