Determine the reactions of the external supports. 10KN 12KN 15KN 1OKN 12N 2m V 2m VD 3m 2m E 2m V 2m G , 2m 14m 4m

Q: Replace the loading on the frame by a single resultant force. Specify where its line of action…

A: Calculate x and y component of the force that acts on the frame:

Q: se the method of joint to determine the Force in all members of next trusses A т 4m 60 B 2t 60 60 E…

A: As per guidelines we need to answer only first question so please repost rest questions separately

Q: CO PY THE GIVEN TRUSS AND SOLVE FOR THE MEMBER FORCES: AB, AC, BC, BE, BF, CF, DE , EF 12' 120016 12…

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Q: • Determine the shear and moment in the beam as a function of x 5KN/m 15KN -3m-1-2.5m-

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Q: Determine

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Q: *2-20. Determine the reactions on the beam. 10 k 12 k 1 k/ft A 3 k/ft 5 ft (B 4 ft- 4 ft 4 ft Prob.…

A: GIVEN: Figure is attached. TO CALCULATE: Reactions on the Beam. CONCEPT: Use Equilibrium Equation…

Q: The door is kept open by means of two chains. If the stresses in AE and DF are FA N and FD = 500 N,…

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Q: Show how to determine (approximately) the reactions at the base of the columns of the frame shown.…

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Q: in Figure A truss is supported by a pin at A and a cable attached at Q2(b). Determine the reactions…

A: To find the support reaction at A and force ni cable -

Q: structure

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Q: 20 N 40 N 4m В 4m 4m 4m 4m 4m 4m E

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Q: Find the Reaction Values of supports , And Draw Shear force Digram And Beanding momeny

A: Draw free body diagram of beam Consider moment equilibriumat B RD * 4 = 30*2 + 30 + 12*5*4*4+23*4…

Q: I. Determine the support reactions at A and B. Sign Convention 250KN 300KN B cw CCW 45° 2m 2.5m

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Q: Find all forces i member AB,BD,DE

A: given:

Q: A rigid bar BCD is connected by link at AC at point C as shown in the figure. The Structure is…

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Q: 1246 N B D 446 N 1.5m F A E 1.5m 3m 1.5m a) Total reaction at support 'F' in N. b) Total reaction at…

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Q: S0KN E 25kN 6m 30KN 6m An 5m | Ap By

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Q: Calculate the support reactions at A and C Calculate the internal force at D 8m 50 kN 10m

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Q: Problem #1 Beam ABCD has an internal hinge at C and rollers at B and D. Draw the lokip necessary…

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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: Determine the Force in Member CD of the simple truss shown. 9ft 12tt B 12ft E O a. 160lb,…

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Q: Find Reactions at A and D and the internal forces for all joints using method of joints.

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Q: (1) For the frame shown determine the resultant components of the forces at B, C and E B C 4e R=2m…

A: Appreciate if there is detailed work with explanation and finds you helpful for ease of…

Q: Replace the loading on the frame by a single resultant force. Specify where its line of action…

A: First, we draw the free body diagram:-

Q: nember AD, BC, CD and BD. 20KN 4m A B 4m 30KN 4m C O E 4m 3m FX 6m

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Q: Q2: For the frame shown below, determine the pin reactions at D and F on member BG? 500N 3m 4m 300N…

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Q: 5.0 The truss figure shown is pinned to the wall at point F, and supported by a roller at point C.…

A: Load act at point A= 80 kNLoad act at point B= 60 kN

Q: Replace the loading on the frame by a single resultant force. Specify where its line of action…

A: Assume leftward, upward and anticlockwise moment positive. Calculate the resultant horizontal force:

Q: Find the stresses in the wires P1, P2, P3 shown if their diameters are 100mm each and P3=20KN and…

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Q: Please show complete solutions. Neglecting the weight of the members and assuming that the trusses…

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Q: 9m 6m ENC 40KN A 120 KN 40KN hinged 6m 25m hinged B 25m C hinged Determine all the supports…

A: Using equilibrium equation

Q: 120 kN 120 kN 60 kN- 2 m G H 120 kN- 2 m F E 120 kN- 2 m D 120 kN- 2 m A -2 m- 4 m -2 m-

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Q: 4m 4m B 4m A A)466 B)421 C)437 D)451 E)471 D C -6m 6m F E 200 N -6m G 100 N H -6m What is the…

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Q: Calculate the 02, U2, D4 frames axial forces of the given truss system.

A: Load = (4+5) t = 9 t ∑MA=09×2 + 9×6 + 4×10 - RD×12 = 0RD=9.33 t…

Q: 1/52 Determine the forces in members AB, AC, and AD. 1 5 kN JORN

A: A(0,0,6)B(-1,-3,0)C(-2,0,0)D(-1,3,0)rAB=1i+3j+6krAC=-2i+6krAD=1-3j+6kF→AB=FAB[1i+3j+6k12+32+62]=[0.1…

Q: *6-68. The bridge frame consists of three segments which can be considered pinned at A, D, and E,…

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Q: Determine the force in member BF. 20 B 3m Cl 24KN 3m D E 4m 4m 12KN F 12KN

A: Given Data: To find:- Force in member BF

Q: What is the reaction force at point B of this beam? 7P A 7P/2 7P/3 7P/4 B 2L/3L/3 P C

A: Given Data  Determine the reaction force at point-B.

Q: Determine the components of the reactions for the beams. Please show all work

A: To determine the reactions at the supports of the beam, we need to consider the uniformly varying…

Q: 6-103. Determine the horizontal and vertical components of force that the pins at A and B exert on…

A: Given : Determine the horizontal and vertical component of force that pin A and B exerts on frame ?

Q: 10 kip E | D 000 4 ft 7 kip F 000 000 4 ft A В 000 Which of the following is closest to the…

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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.