# Category: Design of Steel Structures

#### BOLTED CONNECTIONS | Design of Steel Structures

Common Terms Certain Terminologies/Common Terms that will be used for the design of bolted connections are listed below: Pitch: It…

#### Design of Steel Structures MCQs – 16 | Civil Engineering | Competitive Exams

1. Vertical deflection of gantry girder for electrically operated cranes over 500 KN is _____. [A] span/400[B] span/750[C] span/500[D] span/1000…

#### Design of Steel Structures MCQs – 15 | Civil Engineering | Competitive Exams

1. In steel structure design, check for lateral torsional buckling is required for _____. [A] Axial column[B] Laterally unsupported beam[C]…

#### Design of Steel Structures MCQs – 14 | Civil Engineering | Competitive Exams

1. The fasteners in gusseted base plate are designed for _____. [A] 25% column load[B] 50% column load[C] 75% column…

#### 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 ______. [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…