Design of Steel Structure Lacing bars in a steel column should be designed to resist Both (A) and (B) Bending moment due to 2.5% of the column load 2.5% of the column load Shear force due to 2.5% of the column load Both (A) and (B) Bending moment due to 2.5% of the column load 2.5% of the column load Shear force due to 2.5% of the column load ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Minimum pitch provided in riveted steel tanks is (where d is diameter of rivets) 1.5 d 3.0 d 2.5 d 2.0 d 1.5 d 3.0 d 2.5 d 2.0 d 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 40mm 60mm 80mm 100mm 40mm 60mm 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 None of these only (i) both (i) and (ii) only (ii) None of these only (i) both (i) and (ii) only (ii) 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 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) only (i) 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 t2/h 125 t3/h2 175 t2/h 75 t2/h 125 t2/h 125 t3/h2 ANSWER DOWNLOAD EXAMIANS APP
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