Q: Draw the shear force and bending moment diagram for the beam shown in Fig. and find maximum shear and bending moment. Notice that, at point (D) there is an internal hinge. 4 kNm, B |--2-- m C STATY 2 KNJ D Im E word -2m-2m-2m-

Q: Draw the shear force and bending moment diagram for the beam shown in Fig. and find maximum shear and bending moment. Notice that, at point (D) there is an internal hinge. 4 kNm, B |--2-- m C STATY 2 KNJ D Im E word -2m-2m-2m-

Mechanics of Materials (MindTap Course List)

9th Edition

ISBN:9781337093347

Author:Barry J. Goodno, James M. Gere

Publisher:Barry J. Goodno, James M. Gere

Chapter5: Stresses In Beams (basic Topics)

Section: Chapter Questions

Problem 5.5.11P: The horizontal beam ABC of an oil-well pump has the cross section shown in the figure. If the...

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Concept explainers

Forming and Shaping

Metal forming is a category of metalworking process through which the material can be given the desired shape and size by subjecting it to plastic deformation, where the component undergoes bulk deformation process upon application of loads. Unlike the shearing and machining process, the material does not undergo up to a failure point as indicated in the stress-strain curve. Hence, the stresses induced during the forming process are greater than yield strength but less than the failure strength of the material. The process does not lead to the loss of material, so it can be said to be an economical process. During forming, the material is subjected to tensile forces, compressive forces, bending, and shearing loading conditions. The material should possess the property of ductility to undergo the forming process.

Question

Q: Draw the shear force and bending moment diagram for the beam shown in Fig. and find
maximum shear and bending moment. Notice that, at point (D) there is an internal hinge.
4 kNm,
B
C
2 KN
D
lm
000
2 m--2m-2 m--2m-

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For the beams below, draw the shear and bending moment diagrams using both method of sections and area method. Determine the absolute maximum values of the shear and bending moment and indicate the degree of each curve. For problems 2 and 3, note that there are internal hinges at C and B, respectively. Problem 1 Problem 2 50 kN 40 kN/m 20 KN/m 50 Ib 50 kN 25 lb/ft 15 Ib/ft 200 kN-m 10 ft- 5 ft 5 ft -10 ft 5 ft - 100 kN 2 m--im -3 m- Answer: 140 kN Vmax Mmax = 462.5 kN-m Answer: Vmax Mmax = 4250 lb-ft 487.5 lb тах
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Draw the simplified free-body diagram and below it the shear and bending moment diagrams. Show all necessary solutions. Let the analysis be from left to right. Determine the points of zero shear (if any), their distance from point A, and the bending moments at these points. Indicate the value of all the points, degree of all curves, and the maximum shear and maximum bending moment of the beam. Use the method of sections. Beam ABCD has a hanger connected at B and is supported by a roller at A and a pin at C. 100 N L1 This is not your own property so do not use it in any way as if it were your own. M L1= 206 N/m L2 = 30 N/m L3 = 214 N/m ° L4 = 89 N/m M = 89 N-m A Simplified of the you to repro 3. Any rexodus ers have Exploratory Distance x= L2 1.5 m Shear (N) D This is not your own property so do not use it in any way as if it were your own. 2.5m Bending Moment (N-m) L4 с L3
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