Design of Steel Structure A butt weld is specified by size of weld penetration thickness plate thickness effective throat thickness size of weld penetration thickness plate thickness effective throat thickness ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The actual thickness of butt weld as compared to the thickness of plate is usually equal less None of these more equal less None of these more ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure If the 20 mm rivets are used in lacing bars, then the minimum width of lacing bar should be 80mm 100mm 60mm 40mm 80mm 100mm 60mm 40mm 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) 125 t2/h 125 t2/h 175 t2/h 75 t2/h 125 t2/h 125 t2/h 175 t2/h 75 t2/h ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Rivets connecting flange angles to cover plates in a plate girder are subjected to Horizontal shear only None of these C. Both (A) and (B) Vertical load only Horizontal shear only None of these C. Both (A) and (B) Vertical load only 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) 0.75 Awfy 0.65 Awfy 0.85 Awfy 0.55 Awfy 0.75 Awfy 0.65 Awfy 0.85 Awfy 0.55 Awfy ANSWER DOWNLOAD EXAMIANS APP
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