Draw complete shear and moment diagrams for the beam shown in Fig S000 Ib 1000 Ib/ft 2000 Ib/it 9000 ft-lb -3 ft+3n3 ft+3n3n-
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Q: QUESTION Draw the bending moment and shear force diagrams for the beam shown below. 12 kN 4m 4m
A: As per our Company policy we are asked to solve 1 question only .. Please post the other one as a…
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Q: draw a shear and bending moment diagram for the beam shown. Label each diagram with values at…
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Q: Given the load the diagram of the overhanging beam 900 lb 400 lb 60 lb/ft A C. 4 ft RA 8 ft 6 ft Rc…
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Q: COMPUTE AND SHOW THE SHEAR AND MOMENT DIAGRAMS 2000 Ib 6000 Ib 2000 Ib A B ++- 4 ft 6 ft 6 ft
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Q: Draw complete shear and bending moment diagrams. Show ordinates at key points and indicate magnitude…
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Q: Draw the shear and moment diagrams for the beam.
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A: For solution refer below images.
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Q: (20 %) Draw the shear force and bending moment diagrams for the loaded beam shown below. 800 N/m 4.2…
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Q: T-Draw the shear and moment diagrams for the overhang beam 250mm, 25O mm 250mm A ス Sou 75KN 75KN
A: The free-body diagram of the overhanging beam is drawn below.
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Q: Question 9 Draw the shear and moment diagrams of the beam given in Figure 9. 2 kN/m 6 kN-m 2 m…
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- QUESTION 3 If the allowable bending stresses for a beam in one application is 6 kip/in2 in tension. The cross-section of the beam is W8 x 40. If the beam is 10 foot long and simply supported and has a concentrated load applied at x = 3 ft as shown below. • Generate the shear force and bending moment diagram in terms of P; • Based on the allowable maximum bending moment you just obtained above, calculate/ input the mazimm allowable value of the load P: please, pay attention to units, and calculate your answer to 1 decimal place.. 3 ft 7 ft kip.Use the graphical method to construct the shear-force and bending-moment diagrams for the beam shown. Let a = 5 m, b = 3 m, PB = 55 kN, Pc = 75 kN, and PE = 25 kN. Construct the shear-force and bending-moment diagrams on paper and use the results to answer the questions in the subsequent parts of this GO exercise. a PB Answer: Ay = i BO PB a B Pc a Calculate the reaction forces Ay and Dy acting on the beam. Positive values for the reactions are indicated by the directions of the red arrows shown on the free-body diagram below. (Note: Since Ax = 0, it has been omitted from the free-body diagram.) D Pc D a D₂ PE a PE E kN, Dy= i -x E X kN.Please answer Part 3, thank you PART 1 Use the graphical method to construct the shear-force and bending-moment diagrams for the beam shown. Let a= 6 m, b = 3 m, PB = 70 kN, Pc= 100 kN, and PE= 30 kN. Construct the shear-force and bending-moment diagrams on paper and use the results to answer the questions in the subsequent parts of this GO exercise. Calculate the reaction forces Ay and Dy acting on the beam. Positive values for the reactions are indicated by the directions of the red arrows shown on the free-body diagram below. (Note: Since Ax= 0, it has been omitted from the free-body diagram.) Answer: Ay = 50 kN Dy= 150 kN PART 2 Determine the shear force acting at each of the following locations: (a) x = 3m (b)x= 9 m (c)x = 13.5 m (d)x= 18 m When entering your answers, use the shear force sign convention. Answers: (a) V= 50 kN (b) V= -20 kN (c) V= -120 kN (d)V= 30 kN PART 3 (PLEASE ANSWER, THANK YOU) Determine the bending moment acting at each of the…
- Q4 A // Draw the S.F and B.M diagrams to specify the following. (A): max. value and locations of shear force and bending moments. * 2 ANim- 5 kN 4 kN/m- 15 m D -15m -3 m 6m Vmax=9 kN @ x= 6m Vmax=8 kN @ x= 6m Vmax=9 kN @ x= 6m Not of all aboveDraw the shear force and bending moment diagrams.Draw shear diagram and bending moment diagram and include specific points in the graph. (max. moment =1600lb ft)
- Problem 1 Compute the shear and moment diagram of the given figure below. Show complete values in the diagrams. Note: A = Hinge; B - Pin; C & D = Roller 6 KNm & ky m -DA 4m 2m 4m Problem 2 Computo th 3一DRAW THE SHEAR AND MOMENT DIAGRAMS AND CONSTRUCT THE V&M EQUATIONS DEPENDING ON THE LIMITS STATED IN EACH OF THE PROBLEMS.3 For the beam shown, find the reactions at the supports and plot the shear-force and bending-moment diagrams. V = 9 kN, V2 = 9 kN, V3 = 200 mm, and V4 = 1100 mm. ATAT-V3 Provide values at all key points shown in the given shear-force and bending-moment diagrams. X (mm) B A = B = C = D = E= F= P = Q = E * KN * KN * KN × KN KN x KN ✩ kN.mm *kN.mm D 0.00 Reaction force R₁ (left) = In the shear-force and bending-moment diagrams given, +V 0.00 X (mm) 6.3 kN and reaction force R2 (right) = P 11.7 kN. Q 0.00