Design of Steel Structure The relation between intensity of wind pressure p and velocity of wind V is taken as pa V paV2 paV”2 p a (1/V) pa V paV2 paV”2 p a (1/V) ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Generally the purlins are placed at the panel points so as to avoid 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 Axial force in rafter ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The heaviest I-section for same depth is ISLB ISHB ISWB ISMB ISLB ISHB ISWB ISMB 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 0.65 kN/m2 1.50 kN/m2 0.75 kN/m2 1.35 kN/m2 0.65 kN/m2 1.50 kN/m2 0.75 kN/m2 1.35 kN/m2 ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure A butt weld is specified by plate thickness penetration thickness size of weld effective throat thickness plate thickness penetration thickness size of weld effective throat thickness ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure In case of plastic design, the calculated maximum shear capacity of a beam as per IS:800 shall be (where, Aw = effective cross-sectional area resisting shear fy = yield stress of the steel) 0.75 Awfy 0.85 Awfy 0.55 Awfy 0.65 Awfy 0.75 Awfy 0.85 Awfy 0.55 Awfy 0.65 Awfy ANSWER DOWNLOAD EXAMIANS APP
EXAMIANS