Design of Steel Structure The allowable tensile stress in structural mild steel plates for steel tank is assumed as 150.0 MPa on gross area 105.5 MPa on net area 105.5 MPa on gross area 95.0 MPa on net area 150.0 MPa on gross area 105.5 MPa on net area 105.5 MPa on gross area 95.0 MPa on net area 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) 50 t 200 t 250 t 85 t 50 t 200 t 250 t 85 t ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The maximum slenderness ratio of a steel column, the design of which is governed by wind or seismic forces is 180 150 350 250 180 150 350 250 ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure When the bolts are subjected to reversal of stresses, the most suitable type of bolt is high strength bolt turned and fitted bolt ordinary unfinished bolt black bolt high strength bolt turned and fitted bolt ordinary unfinished bolt black bolt 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 None of these providing suitable stiffeners increasing the web thickness increasing the length of the bearing plates None of these 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 butt joint with double cover plates None of these lap joint butt joint with single cover plate butt joint with double cover plates None of these lap joint ANSWER DOWNLOAD EXAMIANS APP