Design of Steel Structures MCQs – 16 | Civil Engineering | Competitive Exams
1. Vertical deflection of gantry girder for electrically operated cranes over 500 KN is _____. span/400 span/750 span/500 span/1000 Answer:…
Design of Steel Structures MCQs – 15 | Civil Engineering | Competitive Exams
1. In steel structure design, check for lateral torsional buckling is required for _____. Axial column Laterally unsupported beam Tension…
Design of Steel Structures MCQs – 14 | Civil Engineering | Competitive Exams
1. The fasteners in gusseted base plate are designed for _____. 25% column load 50% column load 75% column load…
Design of Steel Structures MCQs – 13 | Civil Engineering | Competitive Exams
1. According to IS 800:1984, lacing bars should resist a transverse shear equal to ____ of the axial load in…
Design of Steel Structures MCQs – 12 | Civil Engineering | Competitive Exams
1. The effective slenderness ratio for laced column shall be _____ times the maximum actual slenderness ratio to account for…
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 ______. Total weld length Total weld length less twice…
Design of Steel Structures MCQs – 8 | Civil Engineering | Competitive Exams
1. End returns in fillet welds should not be less than ______. Twice of size of the weld 1.5 times…
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 _____. 1mm 1.5mm 2mm 2.5mm…