A B 10 s 10 kips (a) 6 kips 10 8 kips (b) - kips 10 kips 4 kips 12 kips (c) Figure 3.18

Q: Determine the reactions at the supports for the beam shown. Show handwritten free body diagram and…

A: The answer is attached in the form of an image as follows:

Q: Find the reactions at A, B, and C for the beam and loading shown. El = 4.89 × 10° kN mm2 y 40 kN/m A…

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Q: Determine the reactions and draw the shear and moment diagram 90 kN A 2m 5m m 50 kN/m 6m El=constant

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Q: Find the reaction at support A RAy II. Find the reaction at support B RBY III. Find the bending…

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Q: Problem 2: Determine the reactions of the structure shown below. 15 kips B w = 4 kips/ft /C hinge…

A: A compuond frame with both ends pinned and a hinge at point C.To find: Support reactions at point A…

Q: 100 k 40 k/ft ad 3 ft 2 ft 30 k/ft 1+6ft

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Q: 8k/ft 4 k/ft 30 ft

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Q: The distributed couple acting on the beam is given by the equation c= (x/L)Co, where co is a…

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Q: 7.

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Q: 60 kNim 120 N 30 kN 10 kN/m 2m 2m 2 m 6 m

A: Support A is roller support so there will be only one reaction - vertical reaction VA. Support B  is…

Q: : Find the resultant force (R) of the two forces shown in Fig. below. F1= 55 N 25 F2= 65 N 35 30

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Q: 300mm 600N For the frame shown in Figure 5, determine the reactions at the built-in support point C.…

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Q: 10 kN 15 kN/m 15 kN/m 2.0 4.0 4.0

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Q: The Pole AB shown below leans against a smooth frictionless wall at B. Determine the reactions at A…

A: As given it is friction less surface at B so there is no vertical force at B. now we find reaction…

Q: Q2: Find the reactions for the following figure. 10KN 1m 5m- 1.25m-

A: Given that:

Q: 6KN/m 10 кN 10 кN E B 4 2 + 4

A: Finding out reaction at B and D.

Q: Calculate the reactions at supports. 400 N/m 400 N/m 3 m

A: The given beam is analyzed by using the equations of equilibrium forces.  The algebraic sum of…

Q: Required: Draw the free-body diagram needed to determine the reactions at supports A and B. Find…

A: The free body diagram of the beam,

Q: Hinge 2R kN 2R kN R kN C R kN 8 m 6 m A B 4 m 4 m 4 m 4 m 16 m

A: let,RA=vertical reaction at support A in upward directionHA= horizontal reaction at support A in…

Q: Solve each problem using the method of least work.

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Q: Activity 2.. For the A-Frame shown, determine the components of the hinge reactions at B and C. 3m…

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Q: Find the support reactions, draw the free-body diagram of the beams that shows the reactions and the…

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Q: Solve the reactions for the beam and draw the shear & moment diagram. 60 kN 120 kN –m 20 kN/m A В D…

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Q: Determine the reactions @ A on the beam shown below. 15 kN/m ,5 KN/m 12 m

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Q: 600 N _0.75 m 0.5 m 0.75 m 500 N

A: According to given data  Determine the components of reaction at the fixed support A. The 400 N, 500…

Q: 1. SOLVE FOR THE REACTIONS OF THE BEAM SHOWN BELOW: 7kN/m 6kN/m B 2m A -4.5m C

A: SOLVE FOR THE REACTIONS OF THE BEAM SHOWN Below

Q: 1.8 m 1.8 m 0.80 kN 1.38 kN B 25° A| 1.5 m, 2.1 m

A: a)

Q: Determine the reactions at the supports for the beam shown. Show handwritten free body diagram and…

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Q: 7 KN/ 7 kN/m -3 m -3 m - 4m

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Q: 2. Find the excess reaction moment M applied to the fixed end A from the negative information that…

A: The given beam is statically indeterminate beam and cannot be analyzed using the equilibrium…

Q: Calculate the reactions at points A and B for the beam shown below. 10 k Ans: R=3.33K + I k/n…

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Q: 4. Solve for the support reactions at A and B. Hint: break the reaction at roller B into x and Y…

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Q: 1. Find the reaction atsupport ARAY x 2. Find the reaction at support BRBY 3. Find the bending…

A: As per guidelines please post ques 4,5 and 6 separately

Q: 6. The 7m-beam shown weighs 5 kN. Determine the reactions at A. 80 kN/m 25 kN C = 50 KN-m 10.75m A…

A: Weight (5 kN) of the beam acts the center of the span

Equilibrium and Support Reactions

Civil engineers deal with structures that are composed of several members connected or with individual members such as beams and columns. To analyze such structures, the condition of statics must be applied. Under the static condition, the members are considered to be in equilibrium under the action of forces, that is, the members are assumed to be having negligible velocity.