Design of Steel Structure Minimum pitch of the rivets shall not be less than (where d is gross diameter of rivet) 1.5 d 2.0 d 2.5 d 3.0 d 1.5 d 2.0 d 2.5 d 3.0 d ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Economical depth of a plate girder corresponds to maximum weight minimum weight minimum depth minimum thickness of web maximum weight minimum weight minimum depth minimum thickness of web ANSWER DOWNLOAD EXAMIANS APP
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 t2/h 125 t2/h 175 t2/h 75 t2/h 125 t2/h 125 t2/h ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure For a compression member with double angle section, which of the following section will give larger value of minimum radius of gyration? unqual legged angles with long legs back to back both (b) or (c) equal angles back to back unequal legged angles with short legs back to back unqual legged angles with long legs back to back both (b) or (c) equal angles back to back unequal legged angles with short legs back to back ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure When the axis of load lies in the plane of rivet group, then the most heavily loaded rivet will be the one which (where, Fa is the load shared by each rivet due to axial load and Fm is the shearing load due to moment in any rivet.) is at the minimum distance from CG of the rivet group gives the minimum angle between the two forces Fa and Fm gives the maximum angle between the two forces Fa and Fm is at the maximum distance from CG of the rivet group is at the minimum distance from CG of the rivet group gives the minimum angle between the two forces Fa and Fm gives the maximum angle between the two forces Fa and Fm is at the maximum distance from CG of the rivet group ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure In case of plastic design, the calculated maximum shear capacity of a beam as per IS:800 shall be (where, Aw = effective cross-sectional area resisting shear fy = yield stress of the steel) 0.85 Awfy 0.75 Awfy 0.55 Awfy 0.65 Awfy 0.85 Awfy 0.75 Awfy 0.55 Awfy 0.65 Awfy ANSWER DOWNLOAD EXAMIANS APP
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