determine the forces in all of the members marked with a checkmark () using the method of sections. a) F 40 kN B 5 m E 90 kN 4 m 4 m

Q: Q5. Determine the member forces in each member of the the truss and state if they are in tension or…

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

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Q: 400 kN 800 kN 6 m D 3 m A 3 m 6 m E 6 m 200 kN 200 kN B.

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Q: 4.The Force in member BE of the following truss is.... A. 2.4 kN (T) 6 AN B. 3 kN(C) C.0 kN 09 m 3AN…

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Q: 2- Compute the forces for members AB, BH and GH if P is 12kips. 4 m 3m 4 m 3m 4 m E 4 m 4m F H

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Q: 3. Determine the force in each member of the truss shown. State whether each member is in tension or…

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Q: All members of the truss have the same length L=3.9 m. Determine the MAGNITUDE (N) of force…

A: Given:

Q: 28 kips A E 10 ft D F 8 ft 8 ft 00

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Q: Determine the forces in the members marked by "x". (DG, EG, EH)

A: Free body diagram of symmetry Now using equilibrium equation in x-direction .…

Q: For the truss and loading shown, determine the force (lb) of member DG, if P= 30149 lb, Q = 35358…

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Q: Q1- Calculate the force in member CF of he truss. a) 5 KN (T) b) -3.33 KN (C) c) 6 KN (T) d) -7 KN…

A: A pin support will exert both horizontal and vertical components of reaction. The support A is pin…

Q: The hinged frames ACE and DFB are connected by two hinged bars, AB and CD, which cross without being…

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Q: For the truss and loading shown, determine the magnitude of the force (Ib) in member CE, if P =…

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Q: Determine the  magnitude of  force (kN) in member BC if F=4238 N , a=2m , b=6.8m and c=4.6m. Round…

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Q: 02. The homogeneous 40-kg basr ABC is held by a horizontal rope attached to end C. Neglecting…

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Q: Q1- Calculate the force in member CF of the truss. 6KN a) 5 KN (T) b) -3.33 KN (C) c) 6 KN (T) d) -7…

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Q: Determine the force in each member of the truss, and state if the members are in tension or…

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Q: 2. Determine the forces in members BC and FG of the loaded symmetrical truss. Show that this…

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Q: Determine the force in each member of the truss and indicate whether the members are in tension or…

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Q: For the lightweight truss which is loaded as shown 10 kN 5kN -6 m -6 m A VB 4 m Dj E -6 m 3 m 3 m…

A: The members which are neither in compression nor in tension called zero force member of truss.

Q: Determine the forces in members BC, BE, and BF. The triangles are isosceles. The forces are positive…

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Q: 20 kN 20 kN F -20 kN 3 m -40 kN E 3 m D 3 m -40 kN- 3 m B -3 m- 6 m -3 m-

A: Given: The magnitude of forces is 20 kN, 20 kN, 40 kN, and 40 kN.

Q: 10 kN 6 m 3 m 3 m \C 60 kN Determine the magnitude of the force (in kN) in member BD. Include the…

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Q: Q5. Determine the member forces in each member of the the truss and state if they are in tension or…

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Q: Determine the force in nember FH for the pin- connected truss shown.' F = 2000 N each F F F IF 0.8 m…

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Q: For the lightweight truss which is loaded as shown 10 kN 5 kN -6 m -6 m A 4 m D -6 m 3 m 3 m…

A: Based on a free body diagram of the entire truss, solve the 3 equilibrium for the reaction at E and…

Q: Use the method of sections to determine the forces in members AB, FG, AH, and GH. State whether the…

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Q: Determine the force in member FE (in kN, round-off to 2 decimal places, include "-" if in…

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Q: Find the forces in the bars BC, BE, EF and CE in the truss system given below 18 kN 5 m 5m 5m 4 m 5…

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Q: For the lightweight truss which is loaded as shown 10 kN 5 kN -6 m -6 m A C 4 m D E to -6 m 3 m 3m…

A: Using number of members, number of joints and number of reaction stability of truss.

Q: Determine the force in member HG (in Kips, round-offto 2 decimal places, include "-" if in…

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Q: Using the method of joints, determine the magnitude of force (lb) in member CD of the truss shown if…

A: at joint D∑fy=0FDAsinθ=pFDA=250451.454

Q: Q2: Determine the force in members AB, AH, and BH of the loaded truss shown below by the method of…

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Q: 4 kN 3 m 3 m -3 m BY D 3 m 5 m 5 kN

A: GIVEN DATA A PLANE TRUSS GIVEN WE HAVE TO FIND FORCE IN EACH MEMBER OF TRUSS

Q: 300 mm A E -200 mm B 1) W -200 mm- с W

A: To find: The forces in the member ABC. Free body diagram.

Q: Determine the force in member BF (in kN, round-off to 2 decimal places, include "-" if in…

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Q: PROBLEM. The given frame is subjected to the applied loads of P and Q. Given: P=146.3 kN Q = 120.9…

A: Please substitute appropriate values for the forces

Q: QI: Determine the force in members EG, HG, and HJ in the given frame as shown in figure 1 using…

A: The supports are replaced by reactions as shown in Figure below.  Applying conditions of…

Q: Determine the force in each member * .of the loaded truss 6m 5m 5m 5000 N 45 B

A: Mechanical Equilibrium: A body is said to be in mechanical equilibrium if it satisfies the following…

Q: Q2- Use the method of sections to determine the force in member CE. 40 kN s0 kN 40 kN 20 N 40 kN

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Q: Q2: Draw the S.F. and B.M. diagrams for the beam which is loaded as shown in Fig. Determine the…

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Q: Determine the force in member HG (in kN, round-off to 2 decimal places, include "-" if in…

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Q: Determine the magnitude of force (kN) in member AB if F=2574 N , a=3.4m , b=6.4m and c=4.8m. Round…

A: Given data,  F= 2574 N  a= 3.4 m  b= 6.4 m  c= 4.8 m  Let the member AB is in tension , ie.…

Q: Q1: Determine the force in each member of the loaded truss. D 6m C 5m 5 m 5000 N A, 45° 6m

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Q: Determine the forces in all bars of the trusses. Indicate tension or compression.

A: The reaction at the support is, RA=RG=1002RA=RG=50 kN

Q: Using the method of sections, determine the force in member 6. Given: a = 0.6 m, b = 2.4 m. d = 1.2…

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Q: Determine the force in member CE of the truss. (Note that "kips" is used for kilo-pounds, or 1000…

A: GIVEN DATA A PLANE TRUSS GIVEN WE HAVE TO FIND FORCE IN MEMBER CE OF THE TRUSS METHOD USED - METHOD…

Q: Determine the force in each member of the loaded truss. The forces are positive if in tension,…

A: It is required to determine force in each member of loaded truss

Slope and Deflection

The slope in a deflected beam is described as an angle in radians made by the tangent of the section with the original axis of the beam. The deflection at any point on the axis of the beam is defined as the lateral displacement of the point before and after loading.