Design of Steel Structure Bending compressive and tensile stresses respectively are calculated based on gross area and net area net area and gross area net area in both cases gross area in both cases gross area and net area net area and gross area net area in both cases gross area in both cases ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Which of the following types of riveted joint is free from bending stresses ? butt joint with single cover plate butt joint with double cover plates lap joint None of these butt joint with single cover plate butt joint with double cover plates lap joint None of these ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Intermediate vertical stiffeners in a plate girder need be provided if the depth of web exceeds (where t is thickness of web) 250 t 50 t 200 t 85 t 250 t 50 t 200 t 85 t ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Shear buckling of web in a plate girder is prevented by using None of these bearing stiffener horizontal stiffener at neutral axis vertical intermediate stiffener None of these bearing stiffener horizontal stiffener at neutral axis vertical intermediate stiffener ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The effect of racking forces is considered in the design ofi) lateral bracesii) chord membersThe correct answer is only (ii) only (i) None of these both (i) and (ii) only (ii) only (i) None of these both (i) and (ii) ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Hudson’s formula gives the dead weight of a truss bridge as a function of bottom chord area effective span of bridge heaviest axle load of engine top chord area bottom chord area effective span of bridge heaviest axle load of engine top chord area ANSWER DOWNLOAD EXAMIANS APP
EXAMIANS