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Test: Beams - 2 - Civil Engineering (CE) MCQ

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9 Questions MCQ Test GATE Civil Engineering (CE) 2025 Mock Test Series - Test: Beams - 2

Test: Beams - 2 for Civil Engineering (CE) 2024 is part of GATE Civil Engineering (CE) 2025 Mock Test Series preparation. The Test: Beams - 2 questions and answers have been prepared according to the Civil Engineering (CE) exam syllabus.The Test: Beams - 2 MCQs are made for Civil Engineering (CE) 2024 Exam. Find important definitions, questions, notes, meanings, examples, exercises, MCQs and online tests for Test: Beams - 2 below.
Solutions of Test: Beams - 2 questions in English are available as part of our GATE Civil Engineering (CE) 2025 Mock Test Series for Civil Engineering (CE) & Test: Beams - 2 solutions in Hindi for GATE Civil Engineering (CE) 2025 Mock Test Series course. Download more important topics, notes, lectures and mock test series for Civil Engineering (CE) Exam by signing up for free. Attempt Test: Beams - 2 | 9 questions in 30 minutes | Mock test for Civil Engineering (CE) preparation | Free important questions MCQ to study GATE Civil Engineering (CE) 2025 Mock Test Series for Civil Engineering (CE) Exam | Download free PDF with solutions
Test: Beams - 2 - Question 1

The rolled steel section used in a cased beam has width ‘B’ mm and depth ‘D’ mm. The minimum width in mm of the finished cased beam is given by 

Test: Beams - 2 - Question 2

Lateral buckling of beam starts from top flange because of

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Test: Beams - 2 - Question 3

For a cantilever beam of length L built-in at the support and restrained against torsion at the free end, the effective projecting length l is

Test: Beams - 2 - Question 4

If ends are assumed to be fixed, then slenderness ratio for web buckling and diagonal buckling respectively is
d = clear depth of web between roots of fillet
t = web thickness

Test: Beams - 2 - Question 5

Under a concentrated load, bearing stress fb in a beam, is given by

Test: Beams - 2 - Question 6

In web crippling, the bearing length under reactions at the support is calculated by
b = width of the bearing plate 
h = depth of root of the fillet in mm

Test: Beams - 2 - Question 7

The area Ap of cover plates in one flange of a built up beam, is given by

Test: Beams - 2 - Question 8

In a simply supported beam of span l, each end is restrained against torsion, compression flange being unrestrained. According to IS : 800, the effective length of the compression flange will be equal to

Test: Beams - 2 - Question 9

By how much percentage is the permissible stress in a grillage beam be increased if it is encased in concrete

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