Determine the tension at AC. A. 55.23 kN B. 52.53 kN C. 32.55 kN D. 25.35 kN

Q: If F, = 20 kN ,0 = 30°, and p = 45° , determine the magnitude and coordinate direction angles of the…

A: The given figure is shown below:

Q: Determine the resultant force acting perpendicular to its center if it is in Florida on open flat…

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Q: draw shear and bending diagram 40 kN 12 kN/m 5 kN/m 1.5 50 kNm A 2 m 6 m 2 m

A: Given that,

Q: and moment. 60 kN 12 kN/m 200 kN - m B C A Esm– -10 m-

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Q: What is the Maximum moment in kN-m. Given: w = 18, a = 1, b = 5, and c = 2, %3D w kN/m A B D. am bm…

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Q: Determine the bar force member CD. All interior angles are 60 degrees. 1.5 kN 3 KN ... 2 kN F 1.5 m…

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Q: 6000mm 6000mm X kN w A Y kN 6000mm В C

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Q: 20 KN 20 KN 200min 25 KN Im 100 mm 10 KN/m 10 KN/m B00 mm -1.00-T-00+ 4.00+1-001.00- 25mm -15m a.)…

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Q: 5kN AD 3m

A: We know that ; F → = FX i + FY j + FZ k FZ = -5 Cos (30) = -4.33 KN FY = -5 Sin (30) = -2.5 KN FX =…

Q: 20 kN.m 2 kN/m A- CO 2m 4m 2m The point of contraflexure from point D is located at

A: point of contraflexure is a point where the curvature of the beam changes sign. It is sometimes…

Q: F2 = 40 N 30° F1 = 30 N %3D

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Q: Draw the Shear and Moment Diagram. 40 KN 20 kN/m 40 KN 2m ↓↓↓↓ R₁ 7m 10 kN/m + R₂ 3m

A: Shear force :  Clockwise positive  Anticlockwise negative    Bending moment :  Clockwise negative…

Q: 1.50 m COMPUTE THE HORIZONTAL AND VERTICAL COMPONENTS OF THE h,-4.50 m RESULTANT FORCE ON THE CURVED…

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Q: 3 kN/m Draw the shear diagram for the beam AB. D 3 + 15 m 3 RB RA

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Q: Determine the bar force member CD. All interior angles are 60 degrees. 1.5 kN 3 kN 2 kN F 1.5 m 60°…

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Q: Find the shear force value at point 3 m from B

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Q: Assume that Mo = 5.80 kN-m and L = 4.50 m. Determine the reaction at support B. Assum %3D A B O…

A: L=4.5m Mo=5.8kN-m

Q: Determine sum of vertical support reaction at A and B

A: Given data : The value of point load P1=5 KNThe value of point load P2=4 KNTo find :Sum of vertical…

Q: %3D %3D Given: w1 =70 kN/m, w2 = 30 kN/m, P = 30 kN, a = 3 m, b= 3 m, and c = 3 m. Determir %3! %3D…

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Q: Calculate the axial normal stresses in section 1 and 2. A (1) 30 kN (2) 10 kN = 20 mm d, = 15 mm %3D

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Q: The weight of the gate is 50 kN acting 1.2 m to the right of O. Determine the Hydrostatic Force.

A: Hydrostatic force is the force applied by the liquid on the surface, hence while calculating…

Q: B 0.75 m The vertical force at A is: A) 21.58 N B) 67.42 N C) 78.14 N 55⁰ (D) 192.19 N A 1m 0.5 m 50…

A: Given A beam Required  Vertical force at A

Q: The horizontal boom OC, which is supported by a ball-and-socket joint and two cables carries the…

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Q: H.W. Determine the horizontal and vertical components of force at pins A and D. Ans: A, = 24.0 kN A,…

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Q: An inclined circular gate (AB) with hinge support at (B) and force (FA) =11.27kN at A, and the…

A: Solution

Q: forces are in compression or in tension. 2.85 KN 5.7KN 2. 285 KN 2.85KN E 4,57KN F 2. 285 KN 3M D 3m…

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Q: 10 KN 10 KN B D A 2 m 2 m RAx 2m Rey RAx

A: Given beam:-

Q: Find the force in member BC. 20 kN 10 KN 4.0000 20 KN *. D0OD

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Q: Situation 7: The horizontal boom OC, which is supported by a ball-and-socket joint and two cables,…

A: Given :

Q: Determine the internal force in member jk. 8 kN A 13.33 KN (T) B) 21.33 KN (C) 14.17 KN (T) D 52.00…

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Q: Determine the horizontal and vertical components of force at pins A and D. D Ans: A = 24.0 kN A, =…

A: To find reaction at point A and D

Q: Q.2 Determine the vertical movement at C, if (P-100 KN). Stel Le 2m A- 300 m E200 GPa

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Q: F 2 m -3 m For the angle 0 = 60° and F= 5 KN. %3D Determine the moment produced by the force F about…

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Q: The tension and shear fore (ohin KN) in ech bot o he joit, a shown below, resetvely are P, = 250 kN…

A: Consider the free body diagram of the given load and its resolution as shown below. Angle θ is…

Q: Determine the horizontal ( F) and vertical ( Fy) of the force of the water on the gate. Also…

A: Given Data: Gate radius is R=2 m. Depth b=2 m. Height of water H=5 m.

Q: 20 kN, At section C, determine the 80 kN-m following: a. the internal axial force b. the internal…

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Q: P kN В W kN/m 12 m A 5 m 5 m Draw the schematic / blown-up diagram of the frame showing the member…

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Q: Determine the force (kN) at member BG. 40 kN 40 kN 40 kN | c C D 5 m G 3 at 5 m 15 m %3D

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Q: PROBUEM p. P2 2.5m 2 SM

A: RA+RB=6+12.5+12.5+10sinθRA+RB=39.4    →1

Q: If the resultant of the loads shown passes through point B, determine the equivalent force-couple…

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Q: What is the Maximum moment in kN-m. Given: w1 = 46, w2 = 17, a = 3, b = 4, and c %3D 3.

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Q: Find the force in member BD. 20 KN F 10 KN OD00 20 KN 4.0000 0000

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Q: Consider the beam shown below. 20 kN 60 kN 40 kN/m B 1m-|- A 2 m 4 m What is the bending moment at…

A: Given that:

Q: |10 kN 6 EN/m D. 15m-1.5 m-15 m-1.5m 300 N/m

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Q: Q2/ Determine the forces at the pin joint (F) and the roller support (G) ? 30KN 20 KN 2m BY 2m D 2m…

A: The equilibrium condition of an object exists when Newton's first law is valid. An object is in…

Q: What is the Maximum moment in kN-m. Given: w = 43, a = 5, b = 3, and c = 1. %3D kN/m

A: Given. Load =43 kN/m Span of the beam AB is 5 m, BC is 3 m and span CD is 1 m,

Q: An open horizontal tank 2m high, 2m wide and 4mlong is full of water. Situation 4: 9. 10. Determine…

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Q: Find the zero force members: 8 KN 16 kN 2m 16 kN 2 m 2 m D. E B 5m 5m- 5m

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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.