Design of Steel Structure The best arrangement to provide unified behaviour in built up steel columns is by battening lacing tie plates perforated cover plates battening lacing tie plates perforated cover plates ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The web crippling due to excessive bearing stress can be avoided by None of these increasing the web thickness providing suitable stiffeners increasing the length of the bearing plates None of these increasing the web thickness providing suitable stiffeners increasing the length of the bearing plates ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure In case of timber structures, the simple bending formula M = fz may be applied for all rectangular beams all square cross-section beams solid circular beams only rectangular beams up to 300 mm depth all rectangular beams all square cross-section beams solid circular beams only rectangular beams up to 300 mm depth ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Lug angles are unequal angles. All listed here increases shear lag. are used to reduce the length of connection. are unequal angles. All listed here increases shear lag. are used to reduce the length of connection. ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The maximum spacing of vertical stiffeners is (where d is the distance between flange angles) 1.25 d 1.33 d 1.75 d 1.5 d 1.25 d 1.33 d 1.75 d 1.5 d ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The maximum slenderness ratio of a compression member carrying both dead and superimposed load is 180 200 150 190 180 200 150 190 ANSWER DOWNLOAD EXAMIANS APP