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) 0.55 Awfy 0.75 Awfy 0.65 Awfy 0.85 Awfy 0.55 Awfy 0.75 Awfy 0.65 Awfy 0.85 Awfy ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The minimum thickness of a steel plate, which is directly exposed to weather and is not accessible for cleaning and repainting, should be: 6 mm 8 mm 10 mm 4.5 mm 6 mm 8 mm 10 mm 4.5 mm ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The effect of racking forces is considered in the design ofi) lateral bracesii) chord membersThe correct answer is only (i) both (i) and (ii) only (ii) None of these only (i) both (i) and (ii) only (ii) None of these 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 t3/h2 175 t2/h 75 t2/h 125 t2/h 125 t3/h2 175 t2/h 75 t2/h ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Other conditions being same, the load factor in indeterminate structures is Unpredictable Less than the load factor in determinate structures Equal to load factor in determinate structures More than the load factor in determinate structures Unpredictable Less than the load factor in determinate structures Equal to load factor in determinate structures More than the load factor in determinate structures ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The shape factor of an isosceles triangle for bending about the axis parallel to the base is: 2.33 1.0 2.34 2.01 2.33 1.0 2.34 2.01 ANSWER DOWNLOAD EXAMIANS APP
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