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Test: Bending & Shear Stress - 2 - Civil Engineering (CE) MCQ


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8 Questions MCQ Test - Test: Bending & Shear Stress - 2

Test: Bending & Shear Stress - 2 for Civil Engineering (CE) 2024 is part of Civil Engineering (CE) preparation. The Test: Bending & Shear Stress - 2 questions and answers have been prepared according to the Civil Engineering (CE) exam syllabus.The Test: Bending & Shear Stress - 2 MCQs are made for Civil Engineering (CE) 2024 Exam. Find important definitions, questions, notes, meanings, examples, exercises, MCQs and online tests for Test: Bending & Shear Stress - 2 below.
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Test: Bending & Shear Stress - 2 - Question 1

The cross-section of a beam in bending is as shown in the figure. It is subjected to shear force acting in the plane of cross-section. Which among the following figure shows the correct shear stress distribution across the depth of the cross-section of the beam?

Test: Bending & Shear Stress - 2 - Question 2

 A beam of square cross -section ( S x B) is used as a beam with one diagonal horizontal. The location of the maximum shear stress from the neutral axis will be at distance o

Detailed Solution for Test: Bending & Shear Stress - 2 - Question 2

The digonal is B√2. The location of maximum shear stress from neutral axis is at a distance of 1/8   length of diagonal i.e B/4√2.

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Test: Bending & Shear Stress - 2 - Question 3

Which one of the following diagrams indicates the shear stress distribution for the beam as shown in the figure below

Test: Bending & Shear Stress - 2 - Question 4

A beam is of i-section with flanges 200 mm x 10 mm and web 180 mm x 10 mm. Due to the bending moment applied on the beam section, maximum stress developed in the beam section is 100 MPa, what is the stress developed at inner edge of the flange?

Detailed Solution for Test: Bending & Shear Stress - 2 - Question 4

f ∝ y
fmax/f = 100/90
∴ f = (90 x 100)/100
= 90 MPa

Test: Bending & Shear Stress - 2 - Question 5

A MS beam is subjected to a bending moment, such that a stress of 100 MPa is developed in a layer at a distance of 100 mm from the neutral layer. If E= 200 GPa, what is the radius of curvature of the beam?: .

Detailed Solution for Test: Bending & Shear Stress - 2 - Question 5

As we know, E/R = f/y
∴ (2 x 105)/R = 100/100
⇒ R = 2 x 10mm
= 200 mm

Test: Bending & Shear Stress - 2 - Question 6

A cantilever of uniform strength σ, having rectangular section of constant breadth b but variable depth d is subjected to a UDL throughout its length. If the depth of the section is 150 mm at the fixed end, then what is the depth of the middle of the length of cantilever

Test: Bending & Shear Stress - 2 - Question 7

A beam with a square section of 80 mm x 80 mm is simply supported at its ends. A load W is applied at the centre of the beam. If the maximum shear stress developed in the beam section is 6 N/mm2. What is the magnitude of W?

Test: Bending & Shear Stress - 2 - Question 8

A l-section is subjected to transverse shear force. At which layer maximum shear stress is developed?

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