For the beam loaded as shown in figure determine the maximum moment.
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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.Calculate the reactions at the supports and obtain the shear force and bending moment diagrams for the following shaft using MD Solids software. The diameter of the shaft is 3.5433 inches and FA = 84.80 pounds-force.For the beam loaded as shown in figure determine the maximum moment. 710 lb/ft 2300 ft-lb 12 ft 5 ft
- 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…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.6. The beam shown carries vertical loads. Calculate the reaction at each support. Neglect the weight of the beam. 8000 lb 03. 3'-0" 3'-0" 12-0" w = 600 lb/ft L = 24'-0" 3500 lb 4'-0" 2'-0" B
- 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 0.0010/10 FOR THE BEAM SHOWN IN FIGURE. CHOOSE THE CORRECT BENDING MOMENT DIAGRAM 1 kN/m 2 m 2 m 2 m b a b no one1.Calculate the magnitude of load 1, =__ KN 2.Calculate the magnitude of load 2, =__ KN 3.Calculate the moment about A due to load 1,=__ KNm 4.Calculate the moment about A due to load 2,=__ KNm 5.Calculate the moment M1 exerts on the beam at A, =__KNm 6.Calculate the reaction force at A, Ay =__kN
- Q # 4: Write shear and moment equations for the beams in the following figure. In each problem, let x be the distance measured from left end of the beam. Also, draw shear and moment diagrams, specifying values at all change of loading positions and at points of zero shear. 10 Neglect the mass of the beam in each problem. CLO – 3 80 KN 40 KN 2m 5m Ri R23. For the beam shown below, calculate the support reactions. 80 Ib 38 Ib/ft A В 6 ft 8 ft 6 ftCalculate the support reactions at A and B for the loaded beam. 96 lb/ft B 2.1 5.7' 74 lb Answers Ax = Ib Ay Ib By Ib