Design of Steel Structure The live load for a sloping roof with slope 15°, where access is not provided to roof, is taken as 1.50 kN/m2 0.75 kN/m2 0.65 kN/m2 1.35 kN/m2 1.50 kN/m2 0.75 kN/m2 0.65 kN/m2 1.35 kN/m2 ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The maximum permissible span of asbestos cement sheets is 1250 mm 1680 mm 810 mm 650 mm 1250 mm 1680 mm 810 mm 650 mm ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The basic wind speed is specified at a height ‘h’ above mean ground level in an open terrain. The value of ’h’ is 40 m 10 m 20 m 30 m 40 m 10 m 20 m 30 m ANSWER DOWNLOAD EXAMIANS APP
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 ±0.7p ± 0.5 p ±0.2p zero ±0.7p ± 0.5 p ±0.2p ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The ratio of plastic section modulus to elastic section modulus is always greater than 1 is always less than 1 is equal to 1 can be less than 1 is always greater than 1 is always less than 1 is equal to 1 can be less than 1 ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure In moment resistant connections, the moment resistance of riveted connection depends upon Tension in rivets Strength of rivets in bearing Compression in rivets Shear in rivets Tension in rivets Strength of rivets in bearing Compression in rivets Shear in rivets ANSWER DOWNLOAD EXAMIANS APP
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