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) 125 t2/h 75 t2/h 125 t2/h 175 t2/h 125 t2/h 75 t2/h 125 t2/h 175 t2/h ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The capacity of the smallest pressed steel tank is 1650 litre 1950 litre 1000 litre 2450 litre 1650 litre 1950 litre 1000 litre 2450 litre ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure In a gusseted base, when the end of the column is machined for complete bearing on the base plate, then the axial load is assumed to be transferred to base plate 50% by direct bearing and 50% through fastenings Fully by direct bearing Fully through fastenings 75% by direct bearing and 25% through fastenings 50% by direct bearing and 50% through fastenings Fully by direct bearing Fully through fastenings 75% by direct bearing and 25% through fastenings ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Diameter of a bolt hole is usually taken as gross diameter of bolt nominal diameter + 1.5 mm nominal diameter + 2.0 mm nominal diameter of bolt gross diameter of bolt nominal diameter + 1.5 mm nominal diameter + 2.0 mm nominal diameter of bolt ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure As per IS : 800, for compression flange, the outstand of flange plates should not exceed (where t = thickness of thinnest flange plate) 162 163 161 164 162 163 161 164 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 Deflection of rafter Bending moment in rafter Shear force in rafter Axial force in rafter Deflection of rafter Bending moment in rafter Shear force in rafter ANSWER DOWNLOAD EXAMIANS APP
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