Design of Steel Structure The relation between intensity of wind pressure p and velocity of wind V is taken as pa V paV”2 p a (1/V) paV2 pa V paV”2 p a (1/V) paV2 ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Shear buckling of web in a plate girder is prevented by using bearing stiffener horizontal stiffener at neutral axis vertical intermediate stiffener None of these bearing stiffener horizontal stiffener at neutral axis vertical intermediate stiffener None of these ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Economical depth of a plate girder corresponds to minimum weight minimum depth maximum weight minimum thickness of web minimum weight minimum depth maximum weight minimum thickness of web 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 1.50 kN/m2 0.65 kN/m2 1.35 kN/m2 0.75 kN/m2 1.50 kN/m2 0.65 kN/m2 1.35 kN/m2 ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Rivets connecting flange angles to cover plates in a plate girder are subjected to Horizontal shear only C. Both (A) and (B) None of these Vertical load only Horizontal shear only C. Both (A) and (B) None of these Vertical load only 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) ±0.2p ± 0.5 p zero ±0.7p ±0.2p ± 0.5 p zero ±0.7p ANSWER DOWNLOAD EXAMIANS APP
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