The beam shown in Figure 5 a is subjected to an uniform load w of 2 kN/m and has alength L of 4 meter. A cross section of the beam is shown in Figure 5 b. For the beamshown below:• Draw the shear force and bending moment diagrams.• Where does the maximum bending stress occur?• Where does the maximum shear stress occur?Find the maximum shear stress in the beamFind the maximum shear flow in the joint between the top board and theflange.LFigure 5 a4 cm1 cm1 cm6 cm1 cmFigure 5 b

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Answered: The beam shown in Figure 5 a is…

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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The cross-sectional dimensions of the beam shown in the figure are a = 4.9 in., b = 6.8 in., d = 4.5 in., and t = 0.30 in. The internal bending moment about the z centroidal axis is M2 = -3.65 kip-ft. Determine (a) the maximum tension bending stress (a positive number) in the beam. (b) the maximum compression bending stress (a negative number) in the beam. b y (ур.) d a Answers: (a) Omax T psi (b) Omax C= psi
The cross-sectional dimensions of the beam shown in the figure are a = 4.0 in., b = 4.7 in., d = 4.1 in., and t = 0.30 in. The internal bending moment about the z centroidal axis is Mz = -3.90 kip-ft. Determine (a) the maximum tension bending stress (a positive number) in the beam. (b) the maximum compression bending stress (a negative number) in the beam.
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The cross-sectional dimensions of the beam shown in the figure are a = 4.5 in., b = 5.4 in., d = 4.9 in., and t= 0.31 in. The internal bending moment about the z centroidal axis is M, = -3.85 kip-ft. Determine (a) the maximum tension bending stress (a positive number) in the beam. (b) the maximum compression bending stress (a negative number) in the beam. (typ.) Answers: (a) Omax T = psi (b) OmaxC= psi
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Help me urgent Two forces are applied ti the bar shown in the figure. Determine the normal and shearing stresses at point A, B and C?
In the figure below, the 1300-kg uniform bar AB is suspended from two cables AC and BD each with a cross-sectional area of 410mm2. The stresses in AC and BD are limited to 110MPa and 53MPa, respectively. Find the magnitude P of the largest additional vertical force that can be applied to the bar.___________kN in 2 decimal places Take note: Write it on a paper, hand written showing correct answer.
The cross-sectional dimensions of the beam shown in the figure are a = 4.1 in., b= 5.1 in., d= 4.3 in., andt= 0.33in. The internal bending mornent about thez centroidal axis is M, = -4.15 kip-ft. Determine (a) the maximum tension bending stress (a positive number) in the beam. (b) the maximum compression bending stress (a negative number) in the beam. b y |(ур.) |d a Answers: (a) OmaxT psi (b) Omax C= psi
Solve it correctly
Q.1:Answer only one from a & b: a: At a certain point in a stressed body, the stresses are o, 400 MPa, oy -300 MPa, Txy = 200 MPa and Tx200 MPa. Determine the normal and shearing stresses on the planes with normals are at 25° and 115° clock wise with the X- axis. Show the results on Mohr's circle and complete sketche of defferential element.
n=8
The cross-sectional dimensions of the beam shown in the figure are a = 4.6 in., b = 5.7 in., d = 4.9 in., and t= 0.31 in. The interna bending moment about the z centroidal axis is M_= -4.45 kip-ft. Determine (a) the maximum tension bending stress (a positive number) in the beam. (b) the maximum compression bending stress (a negative number) in the beam.

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