Design of Steel Structure For the buildings having a low permeability, the internal wind pressure acting normal to the wall and roof surfaces is taken as (where p is basic wind pressure) zero ± 0.5 p ±0.2p ±0.7p zero ± 0.5 p ±0.2p ±0.7p 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 Fully by direct bearing Fully through fastenings 50% by direct bearing and 50% through fastenings 75% by direct bearing and 25% through fastenings Fully by direct bearing Fully through fastenings 50% by direct bearing and 50% through fastenings 75% by direct bearing and 25% through fastenings ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The maximum permissible span of asbestos cement sheets is 810 mm 650 mm 1250 mm 1680 mm 810 mm 650 mm 1250 mm 1680 mm 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) 0.55 Awfy 0.75 Awfy 0.85 Awfy 0.65 Awfy 0.55 Awfy 0.75 Awfy 0.85 Awfy 0.65 Awfy ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The ratio of plastic section modulus to elastic section modulus can be less than 1 is always less than 1 is equal to 1 is always greater than 1 can be less than 1 is always less than 1 is equal to 1 is always greater than 1 ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Generally the purlins are placed at the panel points so as to avoid Deflection of rafter Axial force in rafter Bending moment in rafter Shear force in rafter Deflection of rafter Axial force in rafter Bending moment in rafter Shear force in rafter ANSWER DOWNLOAD EXAMIANS APP
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