Draw the F.B.D. for the beam shown in fi * ? and then find the reactions at A and 80 kN/m

Q: FIND ALL REACTIONS FOR THE GIVEN BEAM C 8 kN/m 3 A B -3 m- -2 m- 4.

A: To find support reactions

Q: The beam AD is pinned to the wall and adjusted to the horizontal position by the tension member BC.…

A:

Q: Provide complete solution: Check the determinacy of the beams and solve for the reactions at the…

A: determinancy of the beam is 1calculation of fixed end…

Q: w = 3 kips/ft 11'

A: Given:- w=3kips/ft To find:- (a) The reactions at support A. (b) The axial forces in all links.…

Q: Problem 5: Determine the roller reaction (in kips) at A of the frame shown. 5 kip 7kip 10 kip 2 kip…

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Q: Which of the following corresponds to the vertical reaction at the roller support? E 20 k 12 ft 12…

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Q: Determine the reactions on beams and provide a free body diagram. 10 kN 2 kN/m A D E -1.5 m1.5…

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Q: For the beam shown, what is the value of the shear diagram at B? Select the correct response WL/2…

A:

Q: 100 kN Find the horizontal base reactions for the portal frame shown, when the vertical bars have A…

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Q: Determine the support reactions at A and B for the beams loaded as shown. 3 m 4 m 5 m 3 m 2 m 20…

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Q: Determine the resultant couple moment acting on the beam. (Figure 1)

A: Solution: Considering the diagram:

Q: Determine the shear force at point A for the beam shown below. 90 kN 100 kN m 80 kN m 75 kN 6 m- -2…

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Q: F3-21. Determine the magnitude of F so that the resultant couple moment acting on the beam is 1.5 kN…

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Q: 2. Determine the reaction at the support A and B of the propped cantilever beam. 300 Ib/ft 120 hn 15…

A: Free body diagram of the given problem:

Q: 2.5m : 2.5 m: 2.5m 2.35 The girder shown is supported by columns at A and B. Two smaller beams push…

A: The given data is : Load at C in downward direction = 40 kN Load at C on downward direction = 50 kN…

Q: 1.8 m 1.8 m troorl 0.80 kN 1.38 N 25° 1.5m,. 2.1 m.

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Q: For the loaded structure below, replace the force system with a single resultant force. Determine…

A: The  conversion of UDL into point load; P=(1/2)*3*42 P=6 KN from A at (2/3)*3=2 m

Q: 60 lb/ft 300 Ib ft B. |A 9 ft

A: Uniformly varying load: It is defined as the load whose magnitude varies along the length of the…

Q: X N/m Y N/m B Am В m 1. What is the total resultant vertical load in the beam AB 2. At what distance…

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Q: Determine all the support reaction of the given figure 8 KN/m pin D A hinged 2m 20 KN 2m pin 1881 O…

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Q: Part III. Using Cantilever Method, find the reactions at A, B, C and D. All sections have the same…

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Q: 2) 10 kN 10 kN 5 kN/m В D G |lm 3 m H 3 m 4 m

A: Answer:-                 In this question we will use the concept of hinge and equation of…

Q: Find the reactions in the support if F= 228 N 200 mm 510 m B 160 mm 480Tm 240 mm

A: The direction and magnitude of the force vary from time to time due to the different reactions…

Q: SITUATION. For the Beam as shown. 5 kN-m D 6m 4m Determine the Reaction at A 0.333 kN 0.456 kN 0.667…

A: Since only nodal forces are acting calculate the moment resisted by member CA. This can be evaluated…

Q: it's to the right and negative if it's to the left. Determine the vertical reaction (kN) of the…

A:

Q: Determine the horizontal and vertical reactions at supports A and D, and the tension in the rod/rope…

A: To Find: - Horizontal (HA) and vertical reaction (RA) at A. Vertical reaction at D (RD). tension at…

Q: Q2 Replace the distributed loading by an equivalent resultant force and couple moment acting at…

A: From the above diagram F1 = 12×3×3⇒F1 = 4.5 KNF2 = 6×3⇒F2 = 18 KNF3 = 12×3×3⇒F3 = 4.5 KN

Q: Draw the F.B.D. for the beam shown in ? fig and then find the reactions at A 2 kN 4 kN/m -3 m 1.5 m…

A: FBD- Three reactions will act at point A-Horizontal reaction- HAVertical reaction-…

Q: Q2: for the loaded beam ABC shown , determine : a) the reactions at B and C supports b) Draw the…

A: Draw the free-body diagram of the beam.

Q: What is the total resultant vertical load in the beam AB? (N) At what distance from A does the…

A: The figure shows a simply supported beam of16 m with uniformly varying load acting up to 9m from A…

Q: Q1- a- Calculate the horizontal and vertical reactions at fixed supports A and H. b- Calculate the…

A: Solution: As for the given schematics the moment diagram will be

Q: The centroid of the load on the inclined beam will be located at a. 3 m from A b.4 m from C C3 m…

A:

Q: 60 kN• m |5 kN 2 kN/m 3 kN/m Hinge B 10 m 6 m 4 m 6 m 6 m

A: Given data: Hinge at B.

Q: The length of a beam is nine meters. From the left end, it carries a triangular load of 300N/m.…

A:

Q: Find the reaction forces at pin A and smooth rocker at B. Assume F = 15 kN. Ax = Ay = %3! B = y F A…

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Q: Draw the FBD. Then, determine the reactions at A and B. 650 N 500 N 30° 300 N 1500 N m 60° B 3 m -5…

A: Given data in question  Point load Concentrated moment  Angle  Span member dimensions  To find out…

Q: W2 W1 2' 3' A 4' 7' 5' The beam shown is supported by a roller at "A" and a pin at "C". If w1 = 7.3…

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Q: Determine the reactions at A and B for the steel bar and loading on Figure, assuming now that a…

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Q: For the beam shown, where should a uniformly distributed downward live load, wi, be placed to cause…

A: Given data:

Q: For the simply supported beam shown, calculate the internal reactions at point C. 9 kip/ft A В C 6…

A: given data:  length of beam = 18 ft  loading type is unformally varying loading.  which intensity is…

Q: Draw the FBD. Then, determine the reactions at A and B. 650 N 500 N 30°, 300 N 1500 N · m 60° B -3 m…

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Q: E D F A

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Q: Determine the moments in the beam at A, B. and C. O-15 1. What is MAB in kN-m? O15 Select the…

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Q: Problem 01 The beam is supported by hinged at A & D and roller at B & C. Determine the reaction at…

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Q: PROBLEM 1: The beam shown below has a fixed support at A and a roller at B. El is constant. Use the…

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Q: Draw the F.B.D. for the beam shown in fig and then find the * ? reactions at A 18 kN -3 m -3 m 8…

A:

Q: PROBLEM 1: The frame loaded as shown is supported with hinges at A and D and a pin at B. Determine…

A: Data Given: Asked: Reactions at support

Q: Problem 1: Solve for the tension force of the rope, and reactions at C. 30° B 800 lb/ft -15 ft- -15…

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Q: The beam below is subjected to a uniformly distributed load of 2 KN/m from a A to C, and a uniformly…

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Q: For the beam shown; knowing that P= 60 kN, w= 8 kN/m :determine Support reaction at the Rocker at B.…

A: Draw the free body diagram.

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.