Determine the bending moment at point A the structure shown.. (reaction at the roller support is S7.1 kN) 60 kN 80 kN 50 kN tt3mtsm- 3m-1 -5 m 365.80 kN.m 625.40 kN.m 261.42 kN.m 524.98 kN.m 435.63 kN.m Boş bırak <Ônceki 10/20 Sonraki> Kapat

Q: Find roller support reaction

A: Given data : Point load =3 KN Point load=4 KN Point load=3 KN   To find : Roller support reaction

Q: Replace the two forces and single couple by an equivalent force-couple system at point A. 15 KN A 37…

A: to find equivalent couple force system at point A

Q: Result II. Construct the bending moment diagram of the following structure. Reviewer 8kN 6kN/m A 2m…

A: The algebraic sum of the vertical forces at any section of a beam to the right or left of the…

Q: 4-121 Replace the loading on the frame by a single resultant force. Specify where its line of action…

A: Please refer the attached image for complete solution. THANK YOU.

Q: Determine the internal force in members: 1. BC 2. GF 3. FD

A: Force in members BC,FD,CF,GF

Q: 25 kN/m 35 kN/m - 7978

A: A beam is simply supported at A and B, with a hinge at A and a roller at B. A UDL of 25 kN/m acts on…

Q: Find Maximum Positive Moment and at Point (g) Due to the Moving Load Shown:

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Q: solve for reaction at hinge a. 0 b. 4.275 C. 4.725 solve for reaction at roller a. 4.725 b.0 c.…

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Q: for the simply supported beam shown. The = (maximum value of shear force (V 2m 50 KN 10 m 50 kN 2m…

A: Given : simply supported beam Load W= 50 kN at  2m from support To determine: maximum shear force

Q: (Two body system) Find the reactions of the supports and the pressure in the hinge gived. q A 3 bata…

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Q: 5 kN 20 kN/m B. -211 3 m

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Q: 5. 2 kN 0.8 m B -1 m- H -2 m- F -2 m- D 1 m 1.5 m E

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Q: HW Determine the resultant force at pins A, B, and C on the three-member framc. 800 N 200 N/ m 2m…

A: As per guidelines we are supposed to answer only first question so please repost rest questions…

Q: 40 k F 20 k 5 ft D E 5 ft C В -5 ft- -5 ft- -S t- -5 ft- Determine the Vertical Reaction at A.

A: This question is related to the Structure Analysis. In this question we calculate the vertical…

Q: A load of 6kN is supported as shown in the figure. The weight of the pulley is 2kN. Neglect the…

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Q: number 1

A: To find support reaction at joint F and J

Q: 15 - Detenmine the shear force at support A of tdhe structure shown 115 kN 10 kN/m A Hinge 12 m t.…

A: Finding out shear Force at A.

Q: What is the Maximum moment in kN-m. Given: w = 32, a 3, b = 4, and c 2. w kN/m D. B. * bm a m cm RA…

A: Maximum BM occur at the point of zero shear force. First find the location of zero shear. Then…

Q: Find the force member CH.

A: solution  these types of the question can be solved by using the method of joints concept

Q: st 1.5 kN 1 kN 4 m

A: solution first find the reactions at the supports consider ∑Fy=0 and consider  ∑Fx=0 Py+Ty=3KN…

Q: Determine the resultant R of the three .forces acting on the simple truss 30° 20 kN 25 kN y 5 m 3 m…

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Q: H.w Draw the Shewr stress elistribution for the beam Cross- Section shown. Knowng that, Qe 150KN.…

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Q: Determine the normal force, shear force, and moment at point C.

A: Consider the equilibrium of forces in vertical direction.

Q: PROBLEM SP309 100 KN honzontal supported by a roller at point A and an hinge at point B carnes a…

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Q: Estimate the support reactions in the beam shown below. The flexural rigidity, EI of the beam is…

A: fixed end moment: MAB¯=-8×3212=-6 KN-mMBA¯=+8×3212=6 KN-mMBC¯=-8×2212-20×28=-7.666…

Q: Assignment 1- Annalise the loaded frame Draw bending moment diagram co= 60 kN/m B 3 m 3 m 6 m 6 m &…

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Q: CALCULATE THE REACTIONS AT EACH OF THE SUPPORTS

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Q: 40 kN 10 kN-m 24 kN/m Gm 2m 2m RA

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Q: L K H 3 m G B D EF |-2 m--2 m--2 m--2 m-|-2 m-|-2 m-| 20 kN 30 kN 40 kN

A: In the above truss, joint A is pinned support and joint G is roller support. To get the force in…

Q: correction to this exercice and explain in sentence or two why I made the mis

A: The Question is asking you to draw free body diagram for the given simply supported beam. Then we…

Q: 1 kN F 1 kN J B C E G 5 kN 5 kN 5 kN 1 kN D 1 kN I K -6 panels @ 5 m = 30 m- 1 kN h=8m LA 12.…

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Q: C 136 kN [63 kN 3.6m -4.8 4.8 +4.8m

A: Finding out the given member forces.

Q: UVING DOUBLE E = 10-4 GPa 1 - im 22 kN/m ↓ ↓ ↓ ↓ ↓ 2m 4 83 28x10 m E 4 mm INTEGRATION 2.5m 1.3m…

A: Given: E = 10.5 GPa I = 8325 x 106 mm4 To find: Slope and deflection at E (x = 1 m from A) Absolute…

Q: : Determine the force in * arm CD

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