O What is the vertical reaction (kN) at A? ® Find the horizontal reaction (kN) at the hinged B toward C. ® Calculate the vertical reaction (kN) at the hinged at B towards A.

Q: Only situation 4 solve it. All parts please i dont have questions post more can post again and again…

A: Reaction at A,E, C,D   As per guidelines we need to answer 3 subparts.

Q: Find the reactions at points A and B: 4 * A F=goolb. + 5 F=750lb 2-6" 5" 9=45010 1 B +

A: Objective: To determine the reactions at point A and B.   The free body diagram of the given…

Q: 5 kN (4 kN 10 kN 10 m- 10 m 8 kN -10 m D 30 90 30 10 m 30 90 30 E Fig. P4.145

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Q: Determine the reactions at A and B for the steel bar and loading shown, assuming a close fit at both…

A: Given data:- Conditions given-Remove restriction at A and solve for the reactions Below bar figure…

Q: 150 kN 3 m B 200 kN 2 panels at 4 m = 8 m - EA = constant %3D

A: GIVEN: A truss structure. TO CALCULATE: What is the restraint that can not be remove to arrive with…

Q: Determine the reaction at the support A

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Q: , determine the reactions at A and C.

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Q: ▪ Determine the reactions at A, B, and C. Assume that an internal pin is located at C. 6 m 2 kN/m C…

A: Given Data  Find the reaction at A, B and C.

Q: M. SET B P 15 kN 22 kN.m 3.75 m Mo L1 L2 LI L2 4 m

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Q: The reaction at the support D of the continuous beam ABCD, hinged at two points shown in below…

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Q: Find the reaction at supports R=37 (0.2+R) K 4' ET O 8 K RK ₁20 k

A: First we summarise the given data : R = 37 To Find : Determine the reaction at Supports.

Q: The reaction at the support D of the continuous beam ABCD

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Q: For the truss given below, what is the restraint that can not be remove to arrive with a primary…

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Q: DETERMINE A) REACTIONS AT A & E B) RESULTANT FORCES AT PINS B, C & D (Bx, By ect) 2 B 6.5+ * 6.54…

A: Determine the angle: θ=tan-121=63.435 Taking moment about D:…

Q: What is the Area at A1? (the shaded portion) 367.5 KN-m² 643.125 KN-m² 120.0 KN-m² 735.0 KN-m²…

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Q: (4000 mm²) D (5000 mm2) 3 m (5000 mm) B (4000 mm²) 4 m E = 200 GPa ember AD ember BC action at B…

A: There is two determinacy in the system  First is the External Indeterminacy and other is Internal…

Q: The truss is supported on rollers at A and hinge at B. Calculate the normal reaction at A and…

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Q: Determinate the horizontal and vertical components of reactions at the pin connections at A, B, and…

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Q: Find out the reactions at supports. 400 N/m 200 N/m -3m

A: Following is the given beam carrying uniformly varying load:

Q: Solve for the Reactions at Roller A and Pin B

A: It is required to determine the support reactions.

Q: Iculate the pin reactions at each of the pins in the frame shown. 100 N 250 N 2 m B 2 m E A -1.5…

A: Given : Determinate truss Pin reactions are to be found out at A and E

Q: In the figure below, the trusses are all stable. Compute the magnitude of reaction at C in kips.

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Q: 100 kN 100 kN (4000 mm) 75 kN (S000 mm2) 3 m (5000 mm)

A: It’s an indeterminate truss. To analyse this truss, either BC or AD can be selected as redundant…

Q: Where will be the line of action of the force F? O it will pass through the centroid of the gate…

A: Option 3 is correct  It will pass through the centre of pressure on the gate or ycp .

Q: For the truss given below, what is the restraint that can not be remove to arrive with a primary…

A: GIVEN: The truss structure. TO FIND: What is the restraint that can not be remove to arrive with a…

Q: 40 kN 4 kN/m B D E 6 m 4 m 6 m 4 m

A: Given:- udl=5kips/ft uvl=9 kips/ft point load=20kips To find:- Reaction at the supports

Q: The beam has an internal hinge at C. Express your answers in kN. 5 kN 3 kN/m 3 m 3 m T1.5 mT1.5 m…

A: Reaction at D can be calculated by taking moments about the hinge C from the right side. Let…

Q: Civil Engineering М Problem 2: Determine the reactions at the pin at A C and the rollers at B and C.…

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Q: The reaction at the support D of the continuous beam ABCD, hinged at two points shown in below…

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Q: Find the reactions at A and B

A: Step 1: Step 2:

Q: Compute the total reactions at A and B for the truss shown. E G 300 KN 10m A F B H 5m 5m 10m 10m 600…

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Q: Determine the determinacy of the given figure. Determine the reaction at A, B, C, D, and E. The…

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Q: Find the external reactions at supports A (roller) and B (hinge) for the beam shown in the figure.…

A: Beam analysis is a method for designing beams that can withstand stresses and stress while using the…

Q: Q2) Determine the horizontal and vertical components of reaction at pins A, B, and C of the…

A: Given data in question  Load = 300 lb Dimensions To find out  Horizontal and vertical reactions

Q: 1) A system of three pin connected bars takes the depicted equilibrium position under the given…

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Q: Calculate the internal reactions for the beam shown below at the sections M-M and N-N (Show your…

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Q: D FAS determine the reactions at roller C 10 kN/m 2m B 9 kN 4m 1.5m -

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Q: Calculate the reactions at the both ends

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Q: Calculate the pin reactions at E, D and C pins in the frame shown. 2 m -2 m D 3 m B 1.5 m 600 N F…

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Q: 5 kN/m |C В 3 m D P2m t 2 m- -2 m-

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Q: The reaction at the support D of the continuous beam ABCD, hing

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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.