*7-48. Draw the shear and cantilevered beam. the
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- /The overhanging beam AE is subject to uniform normal loadings in the regions AB and DE, together with a couple acting at the midpoint C as shown in. plot the shear and moment diagram if Rp-3933 N. 200 N - m 4000 N/m 4000 N/m A E 1 m 1.5 m 1.5 m 1 m Rp RgDetermine the internal normal force and shear force, and the bending moment in the beam at points C and D. Assume the support at B is a roller. Point C is located just to the right of the 8-kip load. For your explanation section, complete a FBD of the other side of the beam from the version you did to solve the problem. 8 kip 40 kip · ft A to to D B- 8 ft 8 ft- -8 ftSolve for Internal Normal Force, Shear Force and Bending Moment at point C and D. where Roll no=11
- 7-71. Draw the shear and moment diagrams for the cantilever beam. Problem 7-71 A 4 ft 60 lb. ft 8 ft 50 lbSmooth journal bearings at A and B that only exert vertical reactions on the shaft as shown below support the shaft. Based on the loading and support conditions shown, address the following: (a) Sketch the shear and moment diagrams using the graphical method - label all significant conditions. (b) If d = 90 mm, determine the absolute maximum bending stress in the beam, and sketch the stress distribution acting over the cross section. A 3 m 12 kN/m B 1.5 mDraw the shear and moment diagrams of the cantilevered beam. AF Answer: Full solution posted on Drive 20 -5 ft- 800 lb-ft -5 ft- 100 lb C
- Determine the internal shear force and moment acting on point C 7-8. Determine the internal shear force and moment acting at point C in the beam. 900 lb-ft -3 ft- 6 ft Vc = 0 Mc = 8100 lb*ft 500 lb/ft + Prob. 7-8 6 ft B 900 lb-ft -3 ft-10-26. A beam is made up of four 50 X 100-mm full-sized Douglas Fir pieces that are glued to a 25 x 500-mm Douglas Fir plywood web, as shown in the figure. Determine the maximum allowable shear and the maximum allowable bending moment that this section can carry if the allowable bending stress is 10 MPa; the allowable shear stress in plywood is 600 KN /m, and the allowable shearing stress in the glued joints is 300 kN/m^2. AIl dimensions in the figure are in mm.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.Determine the bending moment M in the pinned-end column with eccentric axial loads shown in the figure. Then plot the bending-moment diagram for an axial load P = 0.3Pcr. Note: Express the moment as a function of the distance x from the end of the column, and plot the diagram in nondimensional form with M/Pe as ordinate and x/L as abscissa.The 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.