Problem 1- Determine the shear stress at points A to D for the followingsection. Also determine the maximum shear stress.Then plot the shear stress distribution.Given: V = 10 kN300 mm15 mm395 mm280 mmD10 mm10 mm400 mm

Answered: Problem 1- Determine the shear stress…

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Plane AB is under pressure and Plane AB has an angle = 30 degrees to sigma = 50 nPa.a. Determine the equations used to calculate the normal and shear stress in the plane ABb. Draw a normal vector sketch on the plane AB and the angle formed between the normal vector andc. Calculate normal stress and shear stress in plane AB (Round up to 4 digits after comma)d. Plot the point normal stress and shear stress plane AB on the Mohr Diagram sketch.
Determine the principal stress, the maximum in-plane shear stress, and average normal stress. Specify the orientation of the max stress element in each case. Solve the question using Mohr Circle. OX = 41 gy = 41 x 2 EXy = 41 /2 %3D
Q .A beam has a force of 25kN through the shear centre. For the system: a) determine the second moment of area about the x - x plane and b) determine the shear stress distribution along the y - y plane for positions A to F, c) plot the shear stress distribution on a suitable graph, labelling the principal values cross-section as shown in Figure Q. The beam is subjected to a vertical shearing Centre of Gravity X y 30 mm 180 mm y A B -C.-. -E- 10mm x 5mm Figure Q: Beam cross-section 30 mm 10 mm
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2. Use Mohr's Circle to determine the stresses on plan BD for the element shown below. .D 26.4 psi 3.7 psi 11.8 psi 30° A 17.5 psi 6 psi - 8 psi °8 psi . 60° 45° C 24 psi
A cube of side 100 mm is subjected to an axial compressive load of 200 kN. Its lateral strain is prevented by applying uniform pressure but only one fourth of lateral strain could be prevented, then which of the following statements is/are correct? Assume E = 200 MPa and μ = 0.3. A The decrease in length in direction of load after applying pressure is 9.358 x 10-3 mm. B The uniform pressure applied has a value of 8.57 N/mm². C The uniform pressure applied has a value of 2.14 N/mm². D The increase in length in lateral direction after applying pressure is 2.25 x 10-³ mm.

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Problem 1- Determine the shear stress at points A to D for the following section. Also determine the maximum shear stress. Then plot the shear stress distribution. Given: V = 10 kN 300 mm 15 mm 395 mm 280 mm D 10 mm 10 mm 400 mm