5. The beam ABCD with a rectangular cross section carries the loading shown in the figure. Determine the magnitude and location of the maximum bending stress in the beam. 5. The beam ABCD with a rectangular cross section carries the loading shown in the figure. Determine the magnitude andlocation of the maximum bending stress in the beam.2 kN5 kN • m- 50 mmD80 mmВe 1.0 m1.0 m 1.0 m -

Answered: 5. The beam ABCD with a rectangular…

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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Part 2,3,4
Consider a point in a structural member that is subjected to plane stress. Normal and shear stresses acting on horizontal and vertical planes at the point are shown. If o = 25 MPa in the direction shown, determine the principal stresses at the point. 28 MPa 16 MPa O 39.2 MPa and -30.2 MPa O 31.6 MPa and -35.8 MPa 54.1 MPa and -41.3 MPa 35.8 MPa and -27.4 MPa O 27.7 MPa and -39.0 MPa Save for Later eTextbook and Media Attempts: 1 of 3 used Submit Answer
3. For the given state of stress, determine the principal planes, the principal stresses, the max shear stress. You must use Mohr's Circle. 20 MPa 32 MPa 55 MPa
The state of stress at a point is the result of two loadings as shown in figure. When acting alone, the first loading produces the 3 MPa pure shear with respect of xy-axis. The second loading alone results in the 4 MPa pure shear with respect to the x'y-axis. The angle between the two sets of axis is 30° as shown. If the two loadings act simultaneously then resultant (absolute) shear stress at that point with respect to x-y axis is MPa (in integer). 3 MPa st 1 loading 2 loading 4 MPa α = 30° x'
Problem 2. [Concepts: Internal forces in 2D and average normal stress] The bars of the truss each have a cross-sectional area of 1.25 in². a) Determine the average normal stress in each member due to the loading P = 8 kip. State whether the stress is tensile or compressive. b) If the maximum average normal stress in any bar is not to exceed 20 ksi, determine the maximum magnitude P of the loads that can be applied to the truss. 4 ft 4 ft 4 E 0.75 P 0
Textbook: Statics and Strength of Materials Topic: Axial Shear and Bearing StressProvide step-by-step solutions.

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5. The beam ABCD with a rectangular cross section carries the loading shown in the figure. Determine the magnitude and location of the maximum bending stress in the beam. 2 kN 5 kN •m - 50 mm 80 mm B 1.0 m 1.0 m 1.0 m