Design of Steel Structures MCQs – 11 | Civil Engineering | Competitive Exams
1. What is the value of Maximum effective slenderness ratio (KL/r) for a member carrying compression loads resulting from dead…
Design of Steel Structures MCQs – 10 | Civil Engineering | Competitive Exams
1. As per IS: 800, the splice connection should be designed for a force of at least k times the…
Design of Steel Structures MCQs – 9 | Civil Engineering | Competitive Exams
1. The effective length of the fillet weld is given by ______. [A] Total weld length[B] Total weld length less…
Design of Steel Structures MCQs – 8 | Civil Engineering | Competitive Exams
1. End returns in fillet welds should not be less than ______. [A] Twice of size of the weld[B] 1.5…
Design of Steel Structures MCQs – 7 | Civil Engineering | Competitive Exams
1. The difference between gross diameter and nominal diameter for rivets upto 25mm diameter is _____. [A] 1mm[B] 1.5mm[C] 2mm[D]…
Design of Steel Structures MCQs – 6 | Civil Engineering | Competitive Exams
1. How does an increase in the pitch of the roof affect the amount of load that can be placed…
Design of Steel Structures MCQs – 5 | Civil Engineering | Competitive Exams
1. For a tension member, the design shear capacity of bolts carrying shear through packing plate in excess of 6…
Design of Steel Structures MCQs – 4 | Civil Engineering | Competitive Exams
1. Bolts are most suitable to carry _____. [A] Shear[B] Bending[C] Axial tension[D] Shear and Bending Answer: Option C …
Design of Steel Structures MCQs – 3 | Civil Engineering | Competitive Exams
1. Gusset plates are designed to resist _____. [A] Torsion & bending[B] Only shear[C] Shear & bending[D] Shear, bending &…
Design of Steel Structures MCQs – 2 | Civil Engineering | Competitive Exams
1. ISMB 200 is a hot rolled Standard Indian Steel Section in which 200 indicates ______. [A] Depth[B] Width[C] Weight[D]…