Design of Steel Structure The connection of intermediate vertical stiffeners to the web, not subjected to external loads, shall be designed for a minimum shear force (kN/m) of(where, t = the web thickness in mm h = the outstand of stiffener in mm) 175 t2/h 75 t2/h 125 t3/h2 125 t2/h 175 t2/h 75 t2/h 125 t3/h2 125 t2/h ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The bracing provided in the plane of end posts is called sway bracing top lateral bracing bottom lateral bracing portal bracing sway bracing top lateral bracing bottom lateral bracing portal bracing 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 length of the bearing plates providing suitable stiffeners increasing the web thickness None of these increasing the length of the bearing plates providing suitable stiffeners increasing the web thickness 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 None of these lap joint butt joint with double cover plates butt joint with single cover plate None of these lap joint butt joint with double cover plates ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure When the bolts are subjected to reversal of stresses, the most suitable type of bolt is ordinary unfinished bolt high strength bolt black bolt turned and fitted bolt ordinary unfinished bolt high strength bolt black bolt turned and fitted bolt ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure As per IS : 875, for the purposes of specifying basic wind velocity, the country has been divided into 5 zones 4 zones 3 zones 6 zones 5 zones 4 zones 3 zones 6 zones ANSWER DOWNLOAD EXAMIANS APP
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