Determine the support reactions of the beam shown. |12 kN 9 kN/m A |C 1.5 m-1.5 m 1.5 m-1.5 m
Q: Determine the horizontal and vertical components of reaction at the supports A and C.
A: The following figure shows the Free Body Diagram of the frame.
Q: 1. From the given beam, compute the following: a. reactions at A & B. b. shear and moment at D. c.…
A: Shear force : Clock wise positive Anticlockwise negative Bending moment: Clockwise negative…
Q: Determine the vertical support reaction at point A.
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Q: A suspension cable is supported at A and B, 120 m. horizontally apart with B higher than A by 15 m.…
A: GIVEN: A suspension cable is supported at A and B, 120 m. horizontally apart with B higher than A by…
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Q: For h-i problems, (a) determine the support reactions, (b) sketch the shear force diagram (c) sketch…
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Q: Determine the reactions for the beam shown if the vertical deflection at support B is zero. 100 kN…
A: Take support B as redundant:δ1=deflection due to udl at B δ1=wx24EIl3-2lx2+x3…
Q: 12 kN/m B C 3 m 6 m- Prob 7 65
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Q: 9 m 5 kN/m 2 kN/m 15 m 2 kN/m
A: For horizontal force at support A ∑H=0HA=2×15=30 kN
Q: Compute the resultant reactions at A and B for the beam shown supported by a hinge at A and a roller…
A: Draw free body diagram shows reactions A is pin having two reactions horizontal and vertical…
Q: Problem Number4: Determine the Reactions on the supports of the Loaded Beams. : A) R =. KN, R3 =, KN…
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Q: 15 kN 30 kN-m -1m+1m- -2 m- -2 m ВEAM 9 3k/ft В 6 ft 6 ft ВEAM 8
A: Determine the reactions and included moments on the following beams.
Q: 150 kN 40 kN/m Determine the vertical reaction at support B of the given frame. 8 m 20 kN/m 6 m 6 m…
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Q: Determine the shear force Vin the beam at a point located 0.90 m to the right of point B. The ground…
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Q: P, = 4.5kN W, = 2.4kN/m W2 = 1.6kN/m P2 = 3.6kN 2.1m 0.9m 1m 1.5m 1.5m 7m
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Q: 6 KN m 9. 2.2 3. FIND THE REACTION SUPPORTEO BEAM
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Q: 2. Determine the support reactions at A and B. 20 kN/m 40 kN/m Hinge 5m 100 kN 5 m B
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Q: From the given beam: Calculate the vertical reaction at point B. Use 2 decimal places. |10 kn 2 kn/m…
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Q: 3 m 4 m 5 m 3 m 2 m 20 kN/m 16 KN/m 95 kN 30 kN 10 kN/m B
A: Draw free body diagram of CD beam
Q: Calculate the support reactions at A and B for the loaded beam Assume P = 41 lb, w 86 lb/ft, a= 2.5…
A: Given data : Uniformly varying load (w)=86 lb/ftUpward Point load (P)=41 lba=2.5 ftb=4.5 ft
Q: 6 kN/m 6 kN/m 3 kN/m B A - 3 m 3 m
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Q: Compute the reactions of the fixed support at Point D. 50 N 20 N / m 10 N/ m В 50 N-m 10 N/m C D…
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Q: Calculate the reaction supports at point A and D (i.e., Ay and Dy) for the beam shown in figure,…
A: Solution:-
Q: Find the reactions at supports. 10 KN 2 m 20 kN-m Im 3 m 24 kN-m B 10 KN E Im 2 m
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Q: 4. Determine the support reaction at A and B for the given beam. l0 kN 20 kN A 3M 5M 3M B
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Q: 5 m 12 kN/m 3 m 40 kN 5 m A 4 m B.
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Q: 45 KN/m 200 50 KN 9.00 m R. 3.50 m 150 KN-m 7.00 m
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Q: 1. Determine the reactions for the beam shown below. 1.3 kN 0.6m 0.45 kN/m 1.8 kN 1.8 m 1.2 m 3m
A: 1. Determine the reactions for the beam shown below.
Q: 2. Determine the shear force at point A for the beam shown below. 80 kN m 90 kN 100 kN- m 75 kN -4…
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Q: Determine the horizontal and vertical components of reaction at A, C, and D. Assume the frame is pin…
A: Consider the free body diagram;
Q: 60 kN 10 kN/m Β C Α -7 m -7 m
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Q: Determine the moment at point B for the beam shown. 100 kN m 150 kN 25 kN/m 4 m 4 m- 2 m' 2 m
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Q: 2. For the beam shown: a. Draw the free-body diagram of the beam. b. Determine the reactions at the…
A: Now , Σ MA= 0 ⇒ 0.8x1.5+1.38 cos 25 1.8 cos 25+3.6 = R3 cos 25…
Q: B. Determine the support reactions at A, C & D of the loaded beam. 150 KN 45KN/m B 1.0 m 3.0 m 1.50…
A: To Determine Reactions at support A,C,D. There is no horizontal force, hence no horizontal reaction…
Q: X₁ 2m .2m P₁ P₂ B 2m 2m X₂ W₁ 5m
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Q: 1. Solve the axial forces of the members indicated in the box below. 50 KN 75 KN 25 KN 3.00 m 3.00 m…
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Q: Determine the Reactions on the supports of the Loaded Beams. A) RA= KN, Rg = KN 1 20 KN 45 KN/m 175…
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Q: From the given beam: Determine the vertical reaction By at point B 12 kN 4 kN/m 2 kN/m 8 kN-m 16…
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Q: 1. The overhead electric hoist C rides along a track on the horizontal beam AB. In addition to the…
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Q: Determine the force member DE? 2 m 2 m 160 kN 160 kN
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Q: Using the Portal method of analysis , determine the vertical reactions at the support caused by the…
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Q: B. Determine the support reactions at A, C & D of the loaded beam.... 150 KN 45KN/m B 3.0 m 1.50 m…
A: Let's draw the FBD for better understanding
Q: Problem #2 Y kN В m A B Y kN 8 kN Am C m 2 m 6. What is the reaction of the support at B? (kN) 7.…
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Q: Q2) Calculate the support reactions at A and B for the beam subjected to the two linearly…
A: Consider the figure and forces
Q: NEGLECTING THE MASS OF THE BEAM, COMPUTE THE REACTIONS ΑΤΑ ΑND B. 2 kN 1 kN/m 12 kN - m 3 m 6 m
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Q: Determine the vertical reaction at the fixed support. 70 kN 30 kN/m 150 kN m
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Q: Q1 4 kN 14 kN 4 kN m 2 kN - m For the beam and loading shown in figure, answer the following…
A: given beam:
Q: |10 kN 5 kN/m 20 kN• m 10 kN C D -2m 2 m m2 m 2 m 2m 2 m 题3,26图
A: We will find reaction forces using equilibrium equations Sum of the forces is equal to zero Sum…
Q: For the beam loaded as shown, calculate the support reactions at A, B and D. 34 kN/m 30 kN/m 15 kN/m…
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Q: A three hinged arch of span 16 m has its abutments A and B at depth of 4 m and 8 m below the crown…
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- Determine the reactions of the given statically indeterminate beam. L = 8 meters P = 10 kN (located @ midspan) w = 5 kN/m E = 200 GPa A = H250 x B150 mm beamDetermine the reactions of the fixed support at the right end of the 5-m length beam shownSubject : Solid mechanics There is no more extra data. Determine the reaction in KN at the left support if P=100 KN. (Absolute value only)
- (a) Assuming that no loads act in Figure P9.16,compute the reactions if support B is constructed 0.48 in.too low. Given: E = 29,000 kips/in.2, I = 300 in.4. (b) Ifsupport B settles _32 in. under the applied loads, computethe reactions.The frame has dimensions H1 = 4 m , H2 = 3 m , and L1 = 6 m , and supports two lateral loads P1 = 10 kN and P2 = 12 kN . The area of column AE is 40 cm2 and the area of column BF is 80 cm2 . Gy = 13.3 kN Ax = 11.0 kN a) What is the horizontal reaction from the ground on the base of the column at B? Let a positive reaction be pointing to the left. Bx = ?Determine the member end moments and reactions for the continuous beam shown in the Figure (a) due to the uniformly distributed load and due to the support settlements of 10 mm at A, 50 mm at B, 20 mm at C, and 40 mm at D. Use the three-moment equation. Ans. MB =115.2 kN.m , MC = 451.2 kN.m, Ay = 138.5 kN, By = 277.9 kN, Cy = 378.7 kN, Dy = 104.9 kN
- Calculate the support reaction at roller support CDetermine the reactions at the supports and draw the bending moment diagram for the following structure. (Ans : Ax=-11.555, Ay=17.028, Dx=-14.445, Dy=30.972, MAB=-31.443, MBA=-6.332, MBC=6.332, MCB=35.501, MCD=-35.501, MDC=-30.279)The frame shown in Figure is hinged at E and roller supported at A. Determine the horizontal and vertical components of the hinge forces at B. a.) Bh= 24 KN & Bv=56 KN b.) Bh=48 KN & Bv= 81 KN c.) Bh=24 KN & Bv= 81 KN d.) None of the Above e.) Bh= 48 KN & Bv=56 KN
- For the beam shown, determine the reaction at the roller support when w0 = 6 kips/ft.4.What is the minimum bending moment in the loaded beam, in kN m? (aside from zero)5.What is the maximum bending moment in the loaded beam, in kN m?6.What is the vertical reaction at the hinge support, in kN?The frame as shown in FIGURE is hinged at A, B and C.1. Find horizontal reaction for A. a. 150 kNb. 210 kNc. 190 kNd. 250 kN2. Find the horizontal reaction at B. a. 100 kNb. 190 kNc. 150 kNd. 200 kN3. Find the horizontal reaction at C. a. 0 kNb. 190 kNc. 100 kNd. 220 kN