Design of Steel Structure Economical depth of a plate girder corresponds to minimum thickness of web minimum weight minimum depth maximum weight minimum thickness of web minimum weight minimum depth maximum weight ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Other conditions being same, the load factor in indeterminate structures is Equal to load factor in determinate structures Unpredictable More than the load factor in determinate structures Less than the load factor in determinate structures Equal to load factor in determinate structures Unpredictable More than the load factor in determinate structures Less than the load factor in determinate structures 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 0.85 Awfy 0.65 Awfy 0.55 Awfy 0.75 Awfy 0.85 Awfy 0.65 Awfy 0.55 Awfy ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The actual thickness of butt weld as compared to the thickness of plate is usually equal None of these less more equal None of these less more ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The maximum permissible span of asbestos cement sheets is 1680 mm 1250 mm 810 mm 650 mm 1680 mm 1250 mm 810 mm 650 mm ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Bending compressive and tensile stresses respectively are calculated based on gross area and net area net area and gross area gross area in both cases net area in both cases gross area and net area net area and gross area gross area in both cases net area in both cases ANSWER DOWNLOAD EXAMIANS APP
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