Design of Steel Structure A circular column section is generally not used in actual practice because it is difficult to connect beams to the round sections it cannot carry the load safely All of these it is uneconomical it is difficult to connect beams to the round sections it cannot carry the load safely All of these it is uneconomical ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The maximum spacing of vertical stiffeners is (where d is the distance between flange angles) 1.33 d 1.5 d 1.25 d 1.75 d 1.33 d 1.5 d 1.25 d 1.75 d ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Which of the following conditions is to be satisfied both in elastic and plastic analysis ? yield condition equilibrium condition mechanism condition plastic moment condition yield condition equilibrium condition mechanism condition plastic moment condition ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The web crippling due to excessive bearing stress can be avoided by increasing the length of the bearing plates increasing the web thickness providing suitable stiffeners None of these increasing the length of the bearing plates increasing the web thickness providing suitable stiffeners None of these ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Horizontal stiffener in a plate girder is provided to safeguard against yielding All of these compression buckling of web plate shear buckling of web plate yielding All of these compression buckling of web plate shear buckling of web plate ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure As per IS : 800, for compression flange, the outstand of flange plates should not exceed (where t = thickness of thinnest flange plate) 163 161 164 162 163 161 164 162 ANSWER DOWNLOAD EXAMIANS APP
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