Design of Steel Structure The bracing provided in the plane of end posts is called sway bracing portal bracing bottom lateral bracing top lateral bracing sway bracing portal bracing bottom lateral bracing top lateral bracing 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 t3/h2 125 t2/h 75 t2/h 175 t2/h 125 t3/h2 125 t2/h ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The bracing between two columns of a steel tank will be designed to resist column loads + 2.5% of horizontal shear due to wind or earthquake horizontal shear due to wind or earthquake only horizontal, shear due to wind or earthquake + 2.5% of column loads column loads + full horizontal shear due to wind or earthquake column loads + 2.5% of horizontal shear due to wind or earthquake horizontal shear due to wind or earthquake only horizontal, shear due to wind or earthquake + 2.5% of column loads column loads + full horizontal shear due to wind or earthquake 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 The live load for a sloping roof with slope 15°, where access is not provided to roof, is taken as 0.75 kN/m2 1.35 kN/m2 0.65 kN/m2 1.50 kN/m2 0.75 kN/m2 1.35 kN/m2 0.65 kN/m2 1.50 kN/m2 ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure In case of timber structures, the form factor for solid circular cross-section is taken as 1.18 1.81 1.67 1.414 1.18 1.81 1.67 1.414 ANSWER DOWNLOAD EXAMIANS APP
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