Q2: Determine the reactions and check stability of Frame structure. 120 KN 10 KNn 6 KNim 1.75 kud 120 KN Hae 1.00 -1.25-1.75- - 4.00- 2.00 4.00- 4.00-

Q: F A m 4 kN 30° 30° E -1 m- E B 4 kN 0 -1 m- 30% 30° -4 kN B 1 m T 2 m D 6 m C

A: Reference : Structural analysis, Truss analysis Given : 2 sets of truss To determine : Indeterminate…

Q: Determine the reaction at the support A (NA) of the compound beam. Assume there is a pin at C. 40 kN…

A: To find reaction at point A

Q: Q/ The force in the member (CA) is 12m 50 ку. 5m

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Q: For the Beam and loading shown, Determine the shear force at point C given that W= 59, and a= 3. w…

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Q: ATA TB Tc 15 kN B 0.5 m - 2 m. 2 m <1m <1m² Prob. 5–67

A: Data given

Q: The three-hinged truss arch is subjected to the loading shown. Determine the horizontal and vertical…

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Q: A 25m bridge is simple supported and a truck is traversing the bridge with 2 wheel loads 4.30m…

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Q: 1- Due to the moving loads, determine maximum moment at C. A -6 m- C -10 m- 30 kN B 80 kN 60 kN 2 m…

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Q: 50 kN 40 kN -2 m- -2 m- -2 m- E 1.5 m F -30 kN 1.5 m B 40 kN 1.5 m

A: Answer    Moment at point F = 0

Q: Problem 2. A simply supported truss loaded as shown. Required: (1) Reaction @ supports A & C; (2)…

A: Here we will use method of joints to calculate the force in each member,in which at every joint we…

Q: 2.), 15m 10m 20m Problem 2: Determine the Reactions @ the Support. q C 15KN 15 AN 15KN 1 @ 20m = 80m…

A: To determine: Support reactions

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

A: Draw the free body diagram.

Q: Determine the reactions and ck stability of Frame structure. 120 KN - 6KN 1.75 120 KN .00…

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Q: Question. Calculate the support reactions at pins A and D when; a.) H= 0 b.) H= 14 13 kN/m H B 1-21,…

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Q: 13- Obtain the maximum shear force at span C-D of the given frame. A and B are pinned. Assume that…

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Q: For the given loads F1=42 KN, F2=48 KN, F3=45 KN, F4=32 KN (Assume internal forces are in tension)…

A: Loads as F1=42 KN, F2=48 KN, F3=45 KN, F4=32 KNSpan 4.8 mDepth 0.4 mTo find out Reactions Forces

Q: Will rate immediately. Need ASAP a. which of the ff gives the maximum shear in the beam? b. which of…

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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 reactions, shear force and bending moment. Draw SFD,BMD

A: Given : Determine reactions and draw the shear force and bending moment diagrams ?

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: 7. A single moving load of 80 kN is moves along a simply su The absolute maximum bending moment will…

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Q: Determine the reactions at the supports. 3 5 4 A 3 m 400 N/m -3 m- B

A: Given, Here, loading is symmetrical uniformly varying load with peak at mid span which is equal to…

Q: Determine the horizontal and vertical components of reaction at the support A, B, and C. Assume the…

A: We have to determine the horizontal and vertical components of reaction at the support A, B, and C.…

Q: 12.5 kN 12.5 kN 12.5 kN 12.5 kN 8. Find CF -2 m- -2 m- B -2 m- D 2.5 m G F E 1 kN 2 kN 9. Find KJ F…

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Q: 5-23. If the roller at A and the pin at B can support a load up to 4 kN and 8 kN, respectively,…

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Q: determine the reactions at pin connection at B

A: Answer  Let us draw free body diagram showing forces at B and C as shown below Separate the beam at…

Q: A -5 kN/m 10m B 5 kN/m 10m )b) ܀ 40 kN C D +++-5m+ 10m E

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Q: Determine the force in the member CE of the truss shown. 2.53 m 2.07 m, -5.4 m 3 kN 9 kN G D B 2.25…

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Q: 1. FROM THE GIVEN BEAM COMPUTE THE PDLLOWING 9. REAUTIONS At À ķ B b SHEAR AND MOMENT @ D C PRAW THE…

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Q: KN/M B Jom.

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Q: 1.0 m 3.0 m C 3.0 m B 1.50 m

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Q: Use the portal method and determine (approximately) the reactions at A, B, C, and D of the frame.

A: Dividing the base shear failure column: B=F1+2F2+2F1+2F1+F1 F1=8/6=1.33 kips

Q: H.W1: 1- discuss the stability and determinacy of the following structure 2- Draw N, V and M…

A: Given: To find: 1. The stability and determinacy of the given structure.

Q: Determine the support reactions and all internal pin forces.

A: Given-A pin joined structure carrying inclined UDL of magnitude 100lb/ft and 60 lb/ft over span AB…

Q: 2 kN/m 1 m C N 52 kN 2 E

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Q: 3) The 4 KN load is hoisted at a constant speed using motor M, which has a weight of 0.45 KN.…

A: Load hoisted on the motor = 4kNWeight of motor = 0.45 kNSelf-weight of the beam = 0.6 kN/m

Q: Assume the area of the interior columns is twice the area of the exterior columns and the baseplates…

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Q: Determine the reactions at the supports A and C of the compound beam

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Q: 10 kN A B R₁ -3m- -2m- JC 40 kN•m D R₂

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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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