Design of Steel Structure The risk coefficient k, depends on mean probable design life of structures None of these basic wind speed both (a) and (b) mean probable design life of structures None of these basic wind speed both (a) and (b) ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Gantry girders are designed to resist longitudinal loads and vertical loads lateral, longitudinal and vertical loads lateral loads lateral and longitudinal loads longitudinal loads and vertical loads lateral, longitudinal and vertical loads lateral loads lateral and longitudinal loads 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
Design of Steel Structure Study the following statements. i) Top lateral bracing prevents the sidesway buckling of the chord. ii) Sway bracing keeps the rectangular shape of the bridge cross-section. iii) Sway bracing transfers the load from top of end posts to bearings. The correct answer is only (i) both (i) and (iii) both (i) and (ii) all (i), (ii) and (iii) only (i) both (i) and (iii) both (i) and (ii) all (i), (ii) and (iii) ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Angle of inclination of the lacing bar with the longitudinal axis of the column should preferably be between 90° 40° to 70° 30° to 40° 10° to 30° 90° 40° to 70° 30° to 40° 10° to 30° 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 t3/h2 125 t2/h 175 t2/h 75 t2/h 125 t3/h2 125 t2/h ANSWER DOWNLOAD EXAMIANS APP
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