Shear Stress in Rectangular Section
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Q. A rectangular beam of width 200 mm and depth 300 mm is subjected to a shear force of 200 kN. The maximum shear stress produced in the beam is
- 10.0MPa
- 7.5 MPa
- 5.0 MPa
- 3.33 MPa
Q. A rectangular beam of width 100 mm is subjected to a maximum shear force of 60 kN. The corresponding maximum shear stress in the cross-section is 4N/mm2. The depth of the beam should be
- 200 mm
- 150 mm
- 100 mm
- 225 mm
Q. A timber beam is 100 mm wide and 150 mm deep. The beam is simply supported and carries a central concentrated load W. If the maximum stress in shear is 2N/mm2, what would be the corresponding load W on the beam?
- 20 kN
- 30 kN
- 40 kN
- 25 kN
Q. A simply supported beam of length 4 m is subjected to a uniformly distributed load of 2 kN/m. What is the maximum shear stress if the cross-section is rectangular, 100 mm wide and 200 mm deep?
- 0.2N/mm2
- 0.1N/mm2
- 0.4N/mm2
- 0.3N/mm2
Q. The shear stress distribution for a rectangular section under the action of shear force S is shown below. The rectangular section is b×d. Select the correct shear stress distribution from the following :
Q. If a beam of rectangular cross-section is subjected to a vertical shear force V, the shear force carried by the upper one-third of the cross section is
- Zero
- 7V27
- 8V27
- V3
Q. A beam of square cross-section (B 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 of
- zero
- B4
- B4√2
- B8
Q. A beam of square cross-section is placed horizontally with one diagonal horizontal as shown in the figure below. It is subjected to a vertical shear force acting along the depth of the cross section. Maximum shear stress across the depth of cross section occurs at a depth 'x' from the top. What is the value of x?
- x = 0
- x = (2/3)D
- x = (3/4)D
- x = D
Q. Consider the following statements:
The shear stress over a beam section of any shape for a given loading does not vary with
1. shear force at the section
2. area of the section
3. moment of inertia of the section
Which of these statements are correct ?
The shear stress over a beam section of any shape for a given loading does not vary with
1. shear force at the section
2. area of the section
3. moment of inertia of the section
Which of these statements are correct ?
- 1 and 2
- 1 and 3
- 2 and 3
- 1, 2 and 3
Q. A rectangular beam of width 100 mm is subjected to maximum shear force of 60 kN. The corresponding maximum shear stress in the cross-section is 4N/mm2. The depth of the beam should be
- 150 mm
- 225 mm
- 200 mm
- 100 mm
Q. The transverse shear stress acting in a beam of rectangular cross-section, subjected to a transverse shear load, is
- variable with maximum at the bottom of the beam
- variable with maximum at the top of the beam
- uniform
- variable with maximum on the neutral axis
Q. Consider a simply supported beam of length 50h with a rectangular cross-section of depth h and width 2h. The beam carries a vertical point load P at its mid- point. The ratio of the maximum shear stress to the maximum bending stress in the beam is
- 0.02
- 0.10
- 0.05
- 0.01
Q. The intensity of u.d.I. which its acts over the entire span of m of a cantilever beam of rectangular cross-section of width 100 mm and depth 200 mm, would produce a maximum shear stress of 1.5N/mm2, is
- 20 kN/m
- 30 kN/m
- 26.6 kN/m
- 36.6 kN/m
Q. Consider a simply supported beam with a uniformly distributed load having a neutral axis (NA) as shown. For points P(on the neutral axis) and Q (at the bottom of the beam) the state of stress is best represented by which of the following pairs?
Q. Two planks each of 50 mm x 50 mm section are glued together the length to form a section 50 mm x 100 mm; and used as a beam. If the shear force at a section is 1000 N, what is the maximum shear stress on the glue?
- 0.15 MPa
- 0.3 MPa
- 0.6 MPa
- 2.4 MPa
Q. Match List - I with List-II and select the correct answer using the codes given below the lists :
List - I
A. Moment of inertia
B. Elongation
C. Neutral axis
D. Top fibre
List - II
1. Tensile stress
2. Modulus of rupture
3. Zero shear stress
4. Zero longitudinal stress
Codes :
A B C D
List - I
A. Moment of inertia
B. Elongation
C. Neutral axis
D. Top fibre
List - II
1. Tensile stress
2. Modulus of rupture
3. Zero shear stress
4. Zero longitudinal stress
Codes :
A B C D
- (a) 2 1 3 4
- (b) 1 2 4 3
- (c) 3 4 1 2
- (d) 2 1 4 3
Q. Which one of the following diagrams shows correctly the distribution of transverse shear stress across the depth h of a rectangular beam subjected to varying bending moment along its length?