Design of Steel Structure Lacing bars in a steel column should be designed to resist Both (A) and (B) Shear force due to 2.5% of the column load 2.5% of the column load Bending moment due to 2.5% of the column load Both (A) and (B) Shear force due to 2.5% of the column load 2.5% of the column load Bending moment due to 2.5% of the column load ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure In the cross-section of a weld, throat is the average dimension minimum dimension None of these maximum dimension average dimension minimum dimension None of these maximum dimension 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 125 t2/h 125 t2/h 75 t2/h 175 t2/h 125 t2/h 125 t2/h 75 t2/h ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Bearing stiffener in a plate girder is used to transfer the load from the top flange to the bottom one prevent excessive deflection prevent buckling of web decrease the effective depth of web transfer the load from the top flange to the bottom one prevent excessive deflection prevent buckling of web decrease the effective depth of web ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The maximum permissible span of asbestos cement sheets is 810 mm 650 mm 1680 mm 1250 mm 810 mm 650 mm 1680 mm 1250 mm ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The heaviest I-section for same depth is ISMB ISHB ISLB ISWB ISMB ISHB ISLB ISWB ANSWER DOWNLOAD EXAMIANS APP
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