8.0 KN 12.0 KN 10.0 KN 20.0 KN   2. What is the reaction at point C? 12.0 KN 8.0 KN

Q: SHOW THE FREE BODY DIAGRAM. SOLVE FOR THE VERTICAL REACTION AT A AND D.

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Q: The reaction at point A is 8.0kN The reaction at point C is 12kN For item #3. What is the moment…

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Q: From the figure shown below. 1. Which of the following most nearly gives the resultant reaction at…

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Q: Determine the horizontal and vertical components of reaction at pin A and the normal reaction at…

A: In this question we have to find the support reactions using basic concepts of equilibrium.

Q: 15 KN 10 KN 10 KN 20 KN A B D E 5.0 Įm I H G 4 @ 3.0 m= 12.0 m

A: Given Data: Span L = 12m Loads W = 15kN, 10kN, 10kN, 20kN. Height H = 5m To Calculate Vertical…

Q: A - 6 м О 1.2 kN/m В

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Q: 4) Determine the reaction at pt B in kN. 5 kN 2 kN/m

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Q: Determine the reactions at A and B for the given figure. 400 N /m Determine the reactions at A. a.…

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Q: ate reactions C 20 kN 8 KN/m 2 m 1 m 4 m D.

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Q: Problem 2: 503 N 203 N Solve for the reactions at Ay, Ax and By. 109 15° 2 m

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Q: Determine the reactions. 6 m 10 kN/m B 4 m 25 KN 4 m 4 6 m 3 A 000 20 kN/m

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Q: olve the reaction of the following beam structure. Show your solution. 1200 kN/m 4.) 2300 kN 2.5 m 3…

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Q: Find the support reaction below . 200 kN 150 kN 100 kN 30° 30 В 3 m 6 m 4 m

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Q: 45d 1900 R=20 m 20 m 14.14 m FIND THE REACTION COMPONENTS 5 kN/m

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Q: Determine the components of the reactions at A and B.

A: x-component of 30kn=30sin42=20.07392kNy-component of 30kn=30cos42=22.294344kN

Q: 0 ) العنوان solle 2 оне ۱/۱ 40 kN 45 20 kN/m, 3 m Figure 6.29 Example 6.9. B 60 kN/m 1.5 m 50 kN-m…

A: First, we need to calculate the total vertical and horizontal forces. The 40 kN force at an angle of…

Q: 50 kN/m 100 kN 5 m 8 m 20 kN/m

A: Given data: Internal hinge at B.

Q: Determine the Reactions 10 k 6 k В DO 20 ft MN lb/ft A 30 ft 15 ft 10 ft 10 ft-

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Q: w (kN/m) L (m) If L=12m and w-18 kN/m, calculate the vertical reaction at A, kN I Select] B, kN…

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Q: find the reactions

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Q: Determine support reaction at C

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Q: The beam is loaded as shown. P = 68 kN loaded at the midspan of CD, theta = 65 degrees and w = 22…

A: RB+RC=35+(1/2×w×3)+w×9+P×sin65°RB+RC=35+(1/2×22×3)+22×9+68×sin65°RB+RC=327.63     eq1

Q: Determine the components of the reactions at A and B.

A: x-component of 30kn=30sin42=20.07392kNy-component of 30kn=30cos42=22.294344kNTake moment about the A…

Q: Determine the magnitude of the reaction Ay ôf NO KN, 4 kN/m 2 KN/m D B hinges. 6 m 8 m 4 m 10 m 12 m

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Q: 2) SOVE FOR THE REACTION AT A AND B a. PARALLEL FORCE 20 KN 20 kN 20 kN 10 kN 10 kN 30° 30 5m 5 m 5…

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Q: 0.75 kN/m 3.75 kN/m A 2.5 m- Hinge B -2.5 m- a) What is the magnitude of the total reaction at A?…

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Q: NEED IT ASAP

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Q: Determine the horizontal and vertical components of reaction at pin C.

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Q: 600 N/m -2 m B -1m-

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Q: 120 kN 40 KN 30 KN 6 m 15 kN 6 m 2 6 8 m-16m 2@ 8m 16m Solve for the vertical reaction at A and B.

A: At hinge joint , Moment will be zero. therefore take moment about the hinge joint (A) zero ..

Q: 500.1 Kn M1=50NM 3.5 KN 4.2 KN A 45° M, = 5BNM -2.21-2.91- 2.91-- 3.00--

A: To find reaction at fixed support A

Q: 8OKN 300 KN/m Sm. 5m

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Q: Determine the reactions

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Q: e beam loaded as shown in th

A: let us convert w kn/m load into point load R2=w×2=2w

Q: Calculate the reaction on the beam if W1= 13 kN/m W2 = 10 kN/m W3 = 17 kN/m

A: ∑ MA=0By11.4-1234.84.83-104.84.82-35cos345.8-12174.611.4-4.63=0By=59.719kN

Q: Nos. 7-9: Refer to figure 4. Solutions can be written here on the blank space _7. What is the…

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Q: 2. In figure 1. below shown. Which of the following gives the reaction at point A? a. 7kN b. 8.2 kN…

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Moments

There are various practical applications of the concept of moments, like a rotation of the crank due to linear motion of the piston, the moment of inertia and its use in designing beams and columns, bending moment concept, torque, twisting moment, etc.