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 125 t2/h 75 t2/h 125 t3/h2 175 t2/h 125 t2/h 75 t2/h 125 t3/h2 ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure A steel beam supporting loads from the floor slab as well as from wall is termed as lintel beam header beam spandrel beam stringer beam lintel beam header beam spandrel beam stringer beam ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure According to IS Specifications, the effective length of a column effectively held in position at both ends and restrained in direction at one end is taken as 0.8 L L 0.67 L 1.5 L 0.8 L L 0.67 L 1.5 L ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The risk coefficient k, depends on both (a) and (b) mean probable design life of structures basic wind speed None of these both (a) and (b) mean probable design life of structures basic wind speed None of these ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Minimum thickness of web in a plate girder, when the plate is accessible and also exposed to weather, is 8 mm 6 mm 9 mm 7 mm 8 mm 6 mm 9 mm 7 mm ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The ratio of plastic section modulus to elastic section modulus can be less than 1 is equal to 1 is always greater than 1 is always less than 1 can be less than 1 is equal to 1 is always greater than 1 is always less than 1 ANSWER DOWNLOAD EXAMIANS APP