1. Determine the force in members IM, HJ, and BD. State whether it is tension or compression. -5 at 3 m 15 m- 12 kN 12 kN 12 kN 12 kN 12 kN 12 kN K 25 kN- M N P 4 m 40 kN- G 4 m F 40 kN. E 4 m D 40 kN- C 4 m A В

Q: The truss pinned to the floor at D, and supported by a roller at point A is loaded as shown in the…

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Q: Determine the force in members DF, EF, and EG of the structure below. DF: ( Select ) EF: I Select )…

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Q: Determine the forcelin members Hlof the truss in kN, and state if the re in tension or compression.…

A: We can calculate member force in HI using methods of joints or by method of section. Here we have…

Q: Q3. Determine the force in members CE, DE, and DF. 1 kN 2 kN 2 kN 2 kN 1 kN H 0.4m F D 2 m E 2.4 m…

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Q: Solve the axial forces of the members indicated in the box 50 KN 75 KN 25 KN 3.00 m 3.00 m 3.00 m 40…

A: The member forces are calculated using the method of sections as well as the method of joints.

Q: 1. Determine the reactions of supports hinge A and roller B. 100 KN| 20KN/m W-10 KNm A 6 m 2m OB 4m

A: The total beam span length =12mThere are uniformly varying load, point load and uniformly…

Q: Q1- Calculate the force in member CF of 6 KN the truss. a) 5 KN (T) b) -3.33 KN (C) c) 6 KN (T) d)…

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Q: 4. The 500-kg uniform beam is subjected to the three external loads as shown. Compute the reactions…

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Q: 5. Determine the design shear force at a distance 0.5m from support A. The dead and loads are 28.6…

A: EXPLANATION ON HOW TO SOLVE THE PROBLEM. AS IT IS A FIXED BEAM ,  CALCULATE FACTORED LOAD (W) FIRST…

Q: An equilateral triangular truss ABC has a vertical member AC that has one of its side 2m long. It…

A: 1 ) To find the force in member AC -

Q: Determine the force (kN) at member GN, GF, IM, JN, and GM. -5 at 3 m = 15 m- 12 kN 12 kN 12 kN 12 kN…

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Q: 607 mm 605 mm C A B 25.5mm 53 mm f the gap between C and the rigid wall at D is initially 0.153 mm,…

A: Given. The load (P)= 205KN GAP BETWEEN CD =0.153 mm   Our aim is to calculate the support Reactions.…

Q: Question 4 50 kN 40 kN -2 m- 2 m- 2 m- E 1.5 m F 30 kN Н 1.5 m В 40 kN I 1.5 m A The truss above is…

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Q: Determine the force (kN) at member BD. 4 m 4 m ·B 1 m 2 m 60 kN 120 kN

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Q: Determine the force in members DE, OE, LE, and LK. M K 2 m 2 m A D E F GH 2 kN 2 kN 5 kN 3 kN 16 m,…

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Q: Q3. Determine the force in members CE, DE, and DF. 1 kN 2 kN 2 kN 2 kN 1 kN Н 0.4m F D 2 m I C E G…

A: given figure   calculate angle tanθ=2-0.44×2.4=0.167θ=9.48°now calculate Dx distance=2.4 tan…

Q: 150 kN 40 kN/m Determine the vertical reaction at support B of the given frame. 8 m 20 kN/m 6 m 6 m…

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Q: 1. Determine the support reactions of the frame shown: 15 KN 10 KN 4 m D. m- im- 3 m- -3 m-

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Q: H 4 m D 3 m 3 m B C 3 m 3 m Determine the maximum force developed 4 kN 1.5 kN in member BC, BG, and…

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Q: Q1- Calculate the force in member CF of the truss. 6 KN a) 5 KN (T) b) -3.33 KN (C) c) 6 KN (T) d)…

A: Given  Above truss,  we have to find force in CF

Q: 2P 1.5P P 1.5P 2P , hinge B. D 15m 7m 7m 4@10m = 40m

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Q: A member (OC) is supported by a cantilever end at 0 (fixed support). Determine the vertical reaction…

A: Step 1

Q: Determine the internal forces in members AD and AF. 300 kN F 4 m D 4 m 4 m

A: Solution:- Support reaction Ra and Rd Now ∑Fy = 0Ra+Rd = 300 KN by taking moment about point A, ∑Ma…

Q: Determine the forces in members CH, AH, and CD of the loaded truss. 5 kN 5 kN 5 kN 2 kN 2 kN B 3m F…

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Q: -läj 6 What is the Shear Force at ?support A 3 kN/m

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Q: 18 2 m 5 kN B Determine the force in member BC, in kN. 3 m 10 kN 5 m 5 m 3.5 5.0 7.0 1.75

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Q: Determine the forces in members BE and CE of the loaded truss. The forces are positive if in…

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Q: Determine the components of the support reactionsat the fixed support A on the cantilevered beam.

A: Free body diagram of the given problem: The given beam is a determinate beam so we can solve the…

Q: 2. The truss shown is loaded with force P (kN) at joint C. Determine the forces in member CD, BF,…

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Q: H.W. Determine the horizontal and vertical components of force at pins A and D. 2m 03 m |B -1.5 m-…

A: Given:- A system is given with 12 kN load is applied at Point E To determine:- The horizontal and…

Q: Determine the internal force of the following members in the structure below. [ Select] v 1. DF […

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Q: Determine the force (kN) at member BF. 40 kN 40 kN 40 kN A 5 m F E -3 at 5 m 15 m

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Q: ermine the bar forces at BE, CE, the truss shown 4 KN 1.2 KN B F. 2.0m H 1.5m 1.5 m 1.5 m 1.5 m 1.2…

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Q: e the force in each m are in tension or comp 60 kN 40

A: Given:- forces=60kN,40kN To find:- force in each member

Q: Find the axial force in member GD, BG & BC H. 3 m D 4 m 4 m 4 m 4 m 3 kN 3 kN 4 kN

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Q: 25 KN 25 KN 25 KN 3m H 1 m 1 m 1 m 1 m 1 m 100 KN 200 KN 250 KN 300 KN The truss above has…

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

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Q: 2 m 5 kN B Determine the force in member BD, in kN. 3 m V10 kN 5 m 5 m

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Q: Determine the reactions at the truss supports A and B. The distributed loading is caused by wind…

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Q: If the force in member C is -4.3 kip, what is the force in member D? A

A: Given:- A truss is given  The force in member C of the truss = -4.3 kip To determine:- The force in…

Q: The wooden section of the beam is reinforced with two steel plates as shown. Determine the maximum…

A: The given data is as follows: Allowable stress for wood, σalloww=6 MPaAllowable stress for steel,…

Q: Determine the force member DE? 2 m 2 m 160 kN 160 kN

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Q: Q2 The trus gusset plate is subjected the forces of three members. Determine the tension force in…

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Q: Determine the location of zero shear from left support (in m) 800 N/m 4.2 kN-m 2 m- 3 m 2 n 2 m-

A: Given  Simply supported beam . To find the location at which shear force is zero, first we need to…

Q: 7.5m - 7.5m 7.5m 5 kN 10 kN 10kN DV 5 kN 10m B E .11.25m. 11.25m-

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Q: The truss is loaded as shown. 60 kN 120 kN 120 kN 120 kN 3m 3m 6m 3m Choose the magnitude (kN) and…

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Q: Determine the moments at all supports. 10 kN 12 kN•m A B 4 m 2EI 4 m 3EI 6 m 4 kN/m C

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Q: The VERTICAL Reaction at the Roller support is 10 kN 45°/C B A, 3 m Select one: a. 3.77 KN b. 9.67…

A: Let, RA=vertical reaction at hinge support in upward direction RC=vertical reaction at hinge support…

Q: Using the given frame, find the vertical and horizontal reaction at support D. (kN) 30 kN/m 50 kN…

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Q: Determine the force in members DF, EF, and EG of the structure below. DF: [ Select] EF: [ Select ]…

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