3. Calculate the slope and deflection at the 60-kNm couple on the structure shown in the accompanying illustration. Use: a. Moment Area Method, b. Conjugate Beam Method
Q: Situation 2: In the given beam below, determine the following: Use both DIM and AMM • Reaction at…
A: The above question refers to using both the DIM and AMM methods. DIM is a Double Integration Method…
Q: Find the vertical deflection at point B.
A: Solution is given below.
Q: Evaluate the support reactions and then draw the V and M diagrams for the beams shown. Also identify…
A: Note: Dear Student! As per our guidelines, we are only allowed to answer a single question. Kindly…
Q: A simple beam having a span of 6m has a weight of 20 kN/m. It carries a concentrated load of 20kN at…
A: Given data :- Length of beam =l=6m Weight of beam =20kn/m 20 KN @left end 40 KN @2m from right end…
Q: Analyze the statically indeterminate beam shown. Determine all reactions and draw the shear and…
A:
Q: 5(102 Calculate the support reactions at A and B for the beam subjected to the two linearly…
A: Consider the free body diagram shown below for the given beam.
Q: Calculate the support reactions at A and B for the beam subjected to the tv linearly distributed…
A: Reaction Ay will be at point A and reaction By will be at point B
Q: middle of AB using the Castigliano me
A:
Q: SHOW THE FOLLOWING: 1. COMPUTATION OF REACTIONS 2. SHEAR AND MOMENT DIAGRAM 3. MAXIMUM BENDING…
A:
Q: 2Mo B Mo -
A: Given:- Length = L Deflection is the load applied to the body and undergoes deformation.
Q: 6.18 Two uniformly distributed loads are placed symmetrically on the simply supported beam.…
A: we have to determine the value of maximum value of EI
Q: Calculate the supporting force RA and moment MĄ acting on the loaded cantilever beam at A. The force…
A:
Q: Q/Draw free body diagram then find reactions at pin support (O) and smooth surface (B) take beam OB…
A:
Q: 150 Ib/in 3. For the cantilever beam loaded as 1,200 lb 50 Ib/in shown, a) draw the Free Body…
A:
Q: For the cantilever beam and loading shown below; a-) Calculate the reactions at the fixed end B. 360…
A: Given that , load at A = 1000 N AB =12 m Force per meter on AB = 360 N/m
Q: The beam shown carries a uniformly distributed load of 2 kN/m along span BC. The beam is supported…
A: Solution: ∑MB = 0 ⇒ 2 x 6 x 3 = RC x 6 ⇒ RC = 6 kN ∑Fy = 0 ⇒RB + RC = 2 x 6 = 12 kN ⇒ RB = 12 - RC…
Q: ompute the slopes at A and C and the deflection at D for the beam shown in Q.2. Also, locate and…
A:
Q: For the cantilever beam shown, calculate the deflections dg at point B, due to the simultaneous…
A: For beam I: Since the direction of moment is reversed.
Q: Determine the following for the given beam set-up: a) Reactions b) Complete Shear Diagram and…
A:
Q: 3. Find the angle of rotation BA at the left-hand, the deflection under the downward load, and the…
A: Calculated angles of rotation at point A .and deflection at load P and deflection at mid point of…
Q: Calculate the support reactions at A and B for the loaded beam. 111 Ib/ft B 2.4' 4.9' 125 lb
A: Weight of the triangular load=12×111×4.9=271.95 lb This load is acted 1.634 inches from end B
Q: Compute the midspan value of EI 8 for the beam loaded as shown in Figure. 600 N/m 3 m 2 m R₁ Figure…
A:
Q: PROBLEM B: Design the depth of a rectangular beam to carry the imposed loads shown over a span of…
A:
Q: B/ Calculate the reactions at the support in the cantilever beam shown in Fig. below. The beam has a…
A:
Q: Calculate reactions and moment at A of The cantilevered beam
A: Given:-L=3 mW=2 kN/mTo find:-Reaction force at AMoment about A
Q: 5/104 Calculate the supporting force RA and moment MA acting on the loaded cantilever beam at A.
A: Given data Load acting is 120 lb/ft
Q: Sketch the bending moment diagram of the frame bearing vertical uniform load (no calculation needed,…
A: given; draw the bending moment diagram;
Q: A cantilever beam shown carries a concentrated load of 20 kN at point C. Assume constant value of E.…
A: Draw the free body diagram of the beam and find the reactions. The reaction force at A will be…
Q: For simply supported beam with two concentrated loads and uniform load determine a) support…
A:
Q: For the cantilever beam shown, calculate the deflections δB at point B, due to the simultaneous…
A: The deflection of the beam at the applied point load is The deflection of the beam at the point of…
Q: A simplynsupported beam of span 4 m is subjected to a point load of 20 N at its center. Estimate the…
A: Since the beam is symmetric:Reactions at each end=202=10N
Q: (a) For the simply supported beam calculate the reactions at the supports. (2x5 = 10 /) 7 kN 3 kN…
A:
Q: Calculate the support reaction(s) at A and B for the beam loaded as shown. Show the direction of the…
A:
Q: For the shown beam-column, derive and solve the differential equation of the deflection curve.…
A:
Q: A cantilever beam ACB supports two concentratedloads P1 and P2, as shown in the figure. Determinethe…
A: consider figure for solution cantilever beam with loads P1 & P2 Bendinf movement and partial…
Q: Evaluate the support reactions and then draw the V and M diagrams for the beams shown. Also identify…
A: The support reaction is calculated as: RA+RE=90…
Q: Q.3 (a) Draw free body diagram (FBD) and, (b) Calculate the support reactions in the cantilever beam…
A:
Q: Calculate the deflection at the centerline of the beam shown immediately after the cables are cut.…
A: A moment of inertia is a mass of the body when a body is rotating on an axis. The moment of inertia…
Q: (a) Draw free body diagram (FBD) and, (b) Calculate the support reactions in the cantilever beam ABC…
A: For solution refer below images.
Q: Calculate the support reactions of the beam shown.
A: Free body diagram of the beam with reactions at roller support 'A' and hinge 'B' is shown below.…
Q: en, draw SFD and BMD using semi graphical method.
A:
Trending now
This is a popular solution!
Step by step
Solved in 5 steps with 5 images
- [Q+](problem 3/17P133) رسم لسئؤال The uniform beam has a mass of (180 kg). Compute the reactions at the 1.4 kN 3 kN B. A 0.6 m Hint, put Wat point A 0.6 m "o". 1.8 m 0.6 m 30 pin o,Determine the reactions at pin A and rollers B and C of the continuous beam shown below. Note: Express your answers following the standard sign convention for the coordinate system shown. Given: • L= 15 m YA Ay B₁ = C₁= L A F = 33 kN % = 9.5 kN/m X L number (rtol-0.01, atol-1e-05) number (rtol-0.01, atol-1e-05) number (rtol=0,01, atol=1e-05) qo B k kN ? kN 3 kN 3 Po 4/2 L CCalculate the support reaction at A and B for thve beam shown in the fiqure below Take F 700 N. 3M 1M By Reaction force at point B By UN. Reaction force at point A N. Ay=
- 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 slope deflection method by using the graphical method to calculate deflections and draw bending moment diagrams then draw the shear force, axial force and bending moment diagrams.Problem 2 (30 points): The formula for the deflection of the beam shown is: Wo y(x) = (-x5 + 5Lx-10L?x3 + 10L³x²) 120LEI Wo 15 x 107 N L = 2m %3D max m E = 7 × 1011 N m2 I = 6 x 10-4m Use the Newton-Raphson Method to determine the x location along the beam where the deflection is y(x) = 0.14 m. Use a starting guess of xo 1.2 m. Be sure to show your %3D calculation for the derivative of the function and your calculations you use to fill out the table. You only need to perform two iterations of the method, which means you should fill out the table below. Notice that y is defined as positive in the downward direction, which means that both the function and the target deflection are positive values in the coordinate system. y(xn) y'(xn) Xn+1 Step Xn 2.
- Compute the initial deflection of the beam at midspan under service loads with the following specifications: f'c = 4000 psi, 36-inch height, depth of rebar assumed to be 3 inches less than the height, 16-inch width, 4 #9 bars (tension), Grade 60 rebar, 30' clear spans, service loads of: DL = 0.25k/ft, LL = 1.2k/ft. The DL does NOT include self-weight of the beam or of the precast concrete deck planks that have a weight of 60 PSF. The beam picks up a tributary width of 12 feet. Also, note that this beam is continuous and is the middle beam of 5 equal spans. Check the initial deflections against the ACI deflection requirements. Then calculate the long-term deflections and check those against the ACI requirements. For both situations, assume that finish materials will be attached to the beam. Last: Instead of performing a structural analysis to determine the maximum deflection in the beam, conservatively figure that the maximum deflection will be 60% of what it would have been for a…1. Determine how much bar will deflect at various points aong its length. 2. Approximate the original problem as a five element system.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.solve, show all steps and fbd. do not provide copied answer or I will report Do problem 12 -22 using double integration. Also find how much additional deflection is added (to the max) if we account for the beam self-weight. Find this additional deflection using the table in appendix C. mechanics of materials chapter 12 (integration of moment)= theta, and integration of theta = v