-36. The compound beam is fixed at A, pin connected a B. and supported by a roller at C. Draw the shear and moment diagrams for the beam. 2 kN 3 kN/m B
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A: Note:As per our guidelines we are supposed to answer only one question. Kindly repost other…
Q: I1-13. Draw the shear and moment diagrams for the beam. м, L/2-
A: Solution : The reaction at the support is calculated as:
Q: 6-13. Draw the shear and moment diagrams for the beam. Mo Mg Mo A B L/2 L/2
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Q: The compound beam is fixed at A, pin connected at B, and supported by a roller at C. Draw the shear…
A: Draw the free body diagram. Calculate the reactions: Since the beam is pin jointed at B therefore…
Q: *11-44. Draw the shear and moment diagrams for the compound beam which is pin connected at B. (This…
A: Calculating the reaction at the support:-
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Q: F6-11. Draw the shear and moment diagrams for the double-overhang beam.
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A: To draw the SFD and BMD.
Q: 11-23. Draw the shear and moment diagrams for the beam. 18 kN/m| 12 kN/m -3 m-
A: Free-body diagram of beam is given as, On using equilibrium of force in a horizontal direction, On…
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Q: In each case, draw the shear and moment diagrams for the beam. F6-5. 4 kN/m 4 kN/m
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Q: 4. Draw the shear and bending-moment diagrams of the beam shown when a = 0.9 m. 3 kN 3 kN 2 kN LII.I…
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Q: Draw the shear and moment diagrams for the overhang beam. Determine the maximum bending moment in…
A: Given Data: Length of the beam, L=8 m
Q: F7-18. Draw the shear and moment diagrams for the beam. 9 kN/m А 3 m 3 m F7-18
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Q: 11-38. The compound beam is fixed at A, pin connected at B, and supported by a roller at C. Draw the…
A: Draw the free body diagram: Find the reactions: Since the beam is pin jointed at the point B…
Q: Draw the shear and moment diagrams for the compound beam.
A: Applying force balance in the left side of beam as, RA+RB=5 kN/m×2 mRA+RB=10 kN Since left side is…
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Q: 3 kip.ft 3 ft A - 6 ft B
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Q: Determine the reaction at the supports, then draw the shear and moment diagrams. EI is constant.
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Q: F6-10. Draw the shear and moment diagrams for the simply supported beam. 6 kN/m 3 m- - 3 m- F6-10
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Q: *11-8. Draw the shear and moment diagrams for the beam. Hint The 100-kN load must be replaced by…
A: →The free body diagram of the beam M=100*0.25=25kNmNow taking moment about point 'B'…
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Q: Draw the shear and moment diagrams for the compound beam.
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A: +↪ΣMA=0⇒-FB sinθx3+1200x8=0⇒FB=1200x83sinθ=1200x83sin53.13°+↑ΣFy=0⇒ -Ay+FB sinθ-1200=0∴Ay=FB…
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Q: 11-5. Draw the shear and moment diagrams for the simply supported beam. 4 kN M- 2 kN-m 2 m
A: Applying force balance in vertical direction, ∑FV=0RA+RB=4 kN......(1) Here, RA and RB are the…
Q: 11-37. Draw the shear and moment diagrams for the compound beam. SkN/m -1m 2.
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Q: Draw the shear and moment diagrams for the beam.
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Q: 2 kN/m •6-21. The beam is subjected to the uniform distributed load shown. Draw the shear and moment…
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Q: Draw the shear and moment diagrams for the compound beam.
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Q: . Draw the shear and moment diagrams for the beam. . 7-59 30 lb/ft 180 lb · ft B -9 ft- 4.5 ft
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Q: 11-31. Draw the shear and moment diagrams for the overhang beam. 18 KN 6 KN M- 10 KN m
A: Let the reaction forces at A and B are RA,HA&RB respectively.
Q: 11-3. Draw the shear and moment diagrams for the overhang beam. s kN/m 4m 2m
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Q: *7-56. (Draw the shear and moment diagrams for the beam. 20 kN 40 kN/m 150 k-N.m
A: Shear force diagram -:It is a graphical representation of the intensity of internal shear forces on…
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- W=25N, h=60mm. Find the spring force acting on the member DE and the reactions of the support at F.7-12 Rod AB is fixed to a smooth collar D, which slides freely along the vertical guide. Determine the normal force, shear force, and moment at point C, which is located just to the left of the 60 lb concentrated loadThe bracket is held to the wall using three A-36 steel bolts at B, C, and D. Each bolt has a diameter of 0.5 in. and an unstretched length of 2 in. If a force of 800 lb is placed on the bracket as shown, determine how far, s, the top bracket at bolt D moves away from the wall. For the calculation, assume that the bolts carry no shear; rather, the vertical force of 800 lb is supported by the toe at A. Also, assume that the wall and bracket are rigid. A greatly exaggerated deformation of the bolts is shown.
- Given the indeterminate frame, solve the shear and moment diagram of theframe using the portal method.The railcar docklight is supported by the 1 8-in.-diameter pin at A. If the lamp weighs 4 lb, and the extension arm AB has a weight of 0.5 lb>ft, determine the average shear stress in the pin needed to support the lamp. Hint: The shear force in the pin is caused by the couple moment required for equilibrium at A.Find required distance d (in terms of L) so that rotation Ss= 0 is due to M and q loadings applied at the same time. Also, what is the resulting net rotation
- 6-34. Draw the shear and moment diagrams for the compound beam.Determine the horizontal components of the reaction on the beam caused by the pin at P. The force 60N is multiplied by 10 and then is applied. a) 424Nb) 24Nc) 44Nd) 441NDetermine the normal force, shear force and moment at sections passing through points E and F Member BC is pinned at B and there is a smooth slot in it at C. The pin at C is fixed to member CD
- The vertical load on the hook is 1000 lb. Draw the appropriate free-body diagrams and determine the maximum average shear force on the pins at A, B, and C. Note that due to symmetry four wheels are used to support the loading on the railing.The beam AB will fail if the maximum internal moment at D reaches or the normal force in member BC becomes 1500 N. Determine the largest load w it can support.7-59: Draw the shear and moment diagrams for the beam.