5/101 Determine the reactions at A and B for the beam subjected to the uniform load distribution. 4 kN/m x--- A B 300 mm -500 mm
Q: Q-2: Determine the length b of the triangular load and its position a on the beam such that the…
A: Given data as per question Reaction moment at A =29.66 KN
Q: The propped cantilever beam is a W150 x 1 steel section. Determine (a) the reaction at B; and (b)…
A:
Q: 1200 N/m y 1700 N/m -6 m- -8 m-
A: For UVL : R1 = WL/2 = 1200 * 6 / 2 = 3600 N X1 = 2L/3 = 2 * 6 /3 = 4 m For trapezoidal load : R2 =…
Q: Determine the reaction at B for the beam shown below in terms of w, L1, L2, E, and /. Also, draw…
A:
Q: Determine the reactions at the beam supports for the given loading.
A: Draw the free body diagram of the problem. Let the equation of the curve is Using this condition…
Q: The L-shaped frame is made from two segments, each of length L and flexural stiffness EI. If it is…
A: Given Length = L Flexural stiffness = EI Weight = w To find The horizontal displacement of point C
Q: B D 3 m - 4 m- - 4 m- C -4 m-
A: find the largest value of w that can be supported.
Q: Q1) Determine the reactions at the supports of the beam which is loaded as shown. 800 N/m 400 N/m OB…
A:
Q: The 800 lb load is being hoisted at a constant speed using the motor M, which has a weight of 90 lb.…
A:
Q: Determine the vertical reaction at the journal bearing support A and at the fixed support B, then…
A:
Q: Determine the support reactions on the beam. The beam has an internal moment of 50kN-m and is…
A: According to the details provided in the question, we need to calculate reactions
Q: 1. Determine the shear and moment diagrams and the equations of equilibrium as a function of x (the…
A:
Q: 5/97 Determine the reactions at A for the cantilever beam subjected to the distributed and…
A:
Q: 4. Draw the shear and moment diagrams tor the shat. The bearings at A and 8 exert anly vertical…
A:
Q: Determine the reaction at A and draw the bending moment diagram for the beam and loading shown.
A: Let's draw free body diagram of 'AB' Because 'AB' is under symmetric loading condition, that's why…
Q: Determine the reactions at A and B for the beam subjected to the distributed and concentrated loads.…
A:
Q: Determine the components of the support reaction at the fixed support A of the beam shown. You must…
A: Given Data The uniform distributed load acting on the beam is: w1=0.5 kN/m The uniform varying load…
Q: 3 kip.ft 3 ft A - 6 ft B
A:
Q: 02) Determine the reactions at A and B for the beam subjected to the uniform load distribution. 4…
A: The uniform load is distributed for 0.5 m It can be shifted to point load as F=4 kN/m×0.5 m=2 kN The…
Q: Determine the reaction at B for the beam shown below in terms of w, L1, L2, E, and I. Also, draw…
A:
Q: The beam is supported by the bolted supports at its ends. When loaded these supports initially do…
A:
Q: Determine the reactions at the supports. EI is constant.
A: Given dataUDL = 6kN/m
Q: The beam is subjected to the uniform distributed load shown. Draw the shear and moment diagrams for…
A: For the given beam, the point in section AB where shear force changes sign (x2 metres from A) is to…
Q: Determine the reaction at the roller support and draw the bending-moment diagram for the beam and…
A: The free body digram is shown as, Consider only RB and M0 = 0 Deflection due RB will be y1=RBL33EI…
Q: The 300 kg uniform I-beam supports the 120 kg load. What are the reactions at the supports A and B?…
A:
Q: 5/99 Determine the reactions at A and B for the beam subjected to a combination of distributed and…
A: If we want to convert distributed load into point load then the total area will be the magnitude of…
Q: 7-10. The beam supports the distributed load shown. Determine the resultant internal loadings acting…
A: Given Data: The triangular load varies from w1 = 4 kN/m to w2 =0. The span of the beam is L = 6 m.…
Q: Determine the force and moment reactions at A for the beam which is subjected to the load…
A: M=40 kN-m P1=50 kNq1=60 kN/mq2=24 kN/m
Q: For the given structure: Determine the reactions, a Draw the shear and moment (V & M) diagrams using…
A:
Q: The beam shown has an overall length L of 2 metres. A uniform distributed load of 3.7 kN/m is…
A: In a beam, resisting shear force at any given section can be calculated as sum of all the shear…
Q: 02) Determine the reactions at A and B for the beam subjected to the uniform load distribution. 4…
A:
Q: The bending moment reaction at the fixed support (in N.M) is 200 N/m A |B 3 m 3 m
A:
Q: The beam is subjected to the uniform distributed load shown. Draw the shear and moment diagrams for…
A:
Q: Determine the following reaction elements for the beam loaded as shown; ( a. Vertical reaction at D…
A: The free body diagram of the beam is given below, In the above diagram, the beam AE, EBC and CD…
Q: Determine the reaction moment at the fixed support A in N.m. Given that F= 5 N and L=3 m. Neglect…
A: Force Force is a vector quantity which has direction and magnitude. Force is a change in momentum…
Q: Use the moment function from Part A to determine the equation for the elastic curve from A to B.…
A:
Q: 4.24-4.47 Construct the shear force and bending moment diagrams for the beam shown by the area…
A: Bending moment and shear force digram needs to plot using area method
Q: Neglecting the mass of the beam, compute the reactions at A and B. 10kN 10kN/m 10kN-m 3 m- -3m- -6…
A:
Q: The beam is subjected to a load F = 275 N and is supported by the rope and the smooth surfaces at A…
A: Fig: FBD of the beam
Q: Q-3: Determine the length b of the triangular load and its position a on the beam such that the…
A:
Q: The footing supports the load transmitted by the two columns. Draw the shear and moment diagrams for…
A: The free-body diagram is given as, consider the equilibrium in the y-direction,…
Q: and subjected to the 1.5 kN horizontal force and the two linearly varying load distributions.…
A:
Q: Determine the reactions at A and B for the beam subjected to the couples and distributed load. At x…
A:
Q: D2 Draw the S.F. and B.M. diagrams for the overhanging beam carrying uniformly distrib BokN/m over…
A: Given A uniformly distributed load is givenload=30kn/massuming point load as 50Kn
Q: 7- Determine the horizontal and vertical components of reaction at the pin A and the reaction on the…
A:
Q: 1. The beam is subjected to a load F= 400 N and is supported by the rope and the smooth surfaces at…
A: Solution: GIven Data: F = 400 N
Trending now
This is a popular solution!
Step by step
Solved in 2 steps
- A propped cantilever beam of a length L is loaded by a concentrated moment M0at midpoint C Use the second-order differential equation of the deflection curve to solve for reactions at A and B. Draw shear-force and bending-moment diagrams for the entire beam. Also find the equations of the deflection curves for both halves of the beam, and draw the deflection curve for the entire beam.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.Use the graphical method to construct the shear-force and bending-moment diagrams for the beam shown. Let a=4.0 m, b=2.5 m, PB = 4 kN, PC = 4 kN, and MB = 60 kN-m. 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 MA 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.) Determine the bending moment acting at each of the following locations:(a) x = 0+ m (i.e., just to the right of fixed support A)(b) x = 4.0– m (i.e., just to the left of B)(c) x = 4.0+ m (i.e., just to the right of B)(d) x = 6.5 mWhen entering your answers, use the bending moment sign convention.Answers:(a) M = kN-m.(b) M = kN-m.(c) M = kN-m.(d) M = kN-m.
- Use the graphical method to construct the shear-force and bending-moment diagrams for the beam shown. Let a=4.0 m, b=2.5 m, PB = 4 kN, PC = 4 kN, and MB = 60 kN-m. 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 MA 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.)Answers: Ay = kN, MA = kN-m.Use the graphical method to construct the shear-force and bending-moment diagrams for the beam shown. Let a=4.0 m, b=2.5 m, PB = 4 kN, PC = 4 kN, and MB = 60 kN-m. 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 MA 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.)Answers: Ay = kN, MA = kN-m. Determine the shear force acting at each of the following locations:(a) x = 0+ m (i.e., just to the right of fixed support A)(b) x = 4.0– m (i.e., just to the left of B)(c) x = 4.0+ m (i.e., just to the right of B)(d) x = 6.5– m (i.e., just to the left of C)When entering your answers, use the shear force sign convention.Answer:(a) V = kN.(b) V = kN.(c) V = kN.(d) V = kN.PART 1 Use the graphical method to construct the shear-force and bending-moment diagrams for the beam shown. Let a=3.5 m, b=2.0 m, PB = 2 kN, PC = 2 kN, and MB = 20 kN-m. 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. IMAGE* Calculate the reaction forces Ay and MA 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.) IMAGE* PART 2 Determine the shear force acting at each of the following locations:(a) x = 0+ m (i.e., just to the right of fixed support A)(b) x = 3.5– m (i.e., just to the left of B)(c) x = 3.5+ m (i.e., just to the right of B)(d) x = 5.5– m (i.e., just to the left of C)When entering your answers, use the shear force sign convention.Answer:(a) V = ? kN.(b) V = ? kN.(c) V = ? kN.(d) V = ? kN. PART 3…
- Use the graphical method to construct the shear-force and bending-moment diagrams for the beam shown. Let a-9 ft, b-6 ft and w=10.5 kips/ft. Calculate the reaction forces Ay and Cy 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 A, -0, it has been omitted from the free-body diagram.) Answer: (a) Vi (b) V = i (c) V- a Answers: A, kips, Cy Determine the shear force acting at each of the following locations: (a) x = 0+ ft (i..., just to the right of support A) (b) x-9 ft (c)x=13ft When entering your answers, use the shear force sign convention. kips. kips. kips. b (a) M- (b) M- (c) M-i С Cy The shear-force diagram crosses the V = 0 axis between points A and B. Determine the location x where V = 0 kips. Answer:x-i ft. kip-ft. kip-ft. kip-ft. kips. Determine the maximum bending moment that acts anywhere in the beam. When entering your answer, use the bending moment sign convention.…Use the graphical method to construct the shear-force and bending-moment diagrams for the beam shown. Let a=3.5 m, b=5.0 m, MB = 110 kN-m and MC = 145 kN-m. 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.)Determine the bending moment acting at each of the following locations:(a) x = 3.5– m (i.e., just to the left of B)(b) x = 3.5+ m (i.e., just to the right of B)(c) x = 8.5– m (i.e., just to the left of C)(d) x = 8.5+ m (i.e., just to the right of C)When entering your answers, use the bending moment sign convention.Answers:(a) M = kN-m.(b) M = kN-m.(c) M = kN-m.(d) M = kN-m.Use the graphical method to construct the shear-force and bending-moment diagrams for the beam shown. Let a=3.5 m, b=5.0 m, MB = 110 kN-m and MC = 145 kN-m. 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.)Determine the shear force acting at each of the following locations:(a) x = 0+ m (i.e., just to the right of point A)(b) x = 3.5– m (i.e., just to the left of B)(c) x = 3.5+ m (i.e., just to the right of B)(d) x = 12.0– m (i.e., just to the left of D)When entering your answers, use the shear force sign convention.Answers:(a) V = kN.(b) V = kN.(c) V = kN.(d) V = kN.
- A beam ABC rests on simple supports at points A and B and is supported by a cable at point C. The beam has total length 2L and supports a uniform load of intensity q. Prior to the application of the uniform load, there is no force in the cable nor is there any slack in the cable. When the uniform load is applied, the beam deflects downward at point Cand a tensile force I develops in the cable. Find the magnitude of this force. Cable A T A B C 000Use the graphical method to construct the shear-force and bending-moment diagrams for the beam shown. Let a-3.0m, b-6.0 m, M₁-55 kN-m and Mc-85 kN-m. 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. My Answers: A, A Calculate the reaction forces A, and D, 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 A, 0, it has been omitted from the free-body diagram.) 178.46 Mc eTextbook and Media Me KN, D,- 41.45 KN.Use the graphical method to construct the shear-force and bending-moment diagrams for the beam shown. Let o-1.5m.b=3.5 m.w=50 kN/m and P = 45 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. C Calculate the reaction forces A, and D, 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 A, -0, it has been omitted from the free-body diagram.) Answers: A, b KN, D, KN.