6-43. Draw the shear and moment diagrams for the beam. Problem 6-43 W Wo W = Wo sin (7x) B X
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- Produce the Shear Force and Bending Moment Diagram. where Roll No=11Draw the shear and moment diagrams and then answer the questions. Assume w = 5.6 kN/m, a = 320 mm, b = 300 mm. A B The distance x is measured from point A to the right. Questions: Atx = 120 mm, V= i N, M= i N-m Atx = 400 mm, V= i N, M= i N•mProblem 6-21: Draw the shear and bending moment diagrams for the beam. Use both the mathematical convention and the engineering convention for the bending moment diagram. 2 kip/ft 2 kip/ft 20 kip-ft B -5 ft- -5 ft- -5 ft-
- 7-11 Determine the internal normal force, shear force, and moment at points C and D of the beam. 60 lb/ft A -12 ft- -15 ft- C 40 lb/ft -B D OT -5 ft- -10 ft- 690 lb 13 12 5The shear-force diagram for a simple beam is shown in the figure. Determine the loading on the beam and draw the bending-moment diagram, assuming that no couples act as loads on the beam.The horizontal beam ABC of an oil-well pump has the cross section shown in the figure. If the vertical pumping force acting at end C is 9 kips and if the distance from the line of action ofthat force to point B is 16 ft, what is the maximum bending stress in the beam due to the pumping force?
- Calculate the maximum shear stress tmax. in the web of the T-beam show ninth o figure if b = 10 in., I = 0.5 in, h = 1 in., h1= 6,2 in., and the shear force V = 5300 lb.Find expressions for shear force V and moment M at x = L/2 of beam BC. Express V and M in term s of peak load intensity q0and be a m length variable L.A cant i levé r b ea m i s supported by a tie rod at B as shown. Both the tie rod and the beam are steel with E = 30 x 106 psi. The tie rod is just taut before the distributed load q = 200 lb/ft is applied. Find the tension force in the tie rod. Draw shear-force and bending-moment diagrams for the beam, labeling all critical ordinates.
- Find an expression for required moment MA(in terms of q and L) that will result in rotation 9B= 0 due to MAand q loadings applied at the same time. Also, what is the resulting net rotation at support A?7-71. Draw the shear and moment diagrams for the cantilever beam. Problem 7-71 A 4 ft 60 lb. ft 8 ft 50 lb7-58 Plot shear and moment diagrams for the beams shown in the figure.