The members of a truss are pin connected at joint 0. Set 0 = 60°.5 kN7030°7 kNMagnitude of F1:4.31 kNMagnitude of F2:[ Choose ]<>

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Answered: The members of a truss are pin…

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Determine the forces in members GF and GD of the truss shown. State wether the members are in tension or compression. The reactions at the supports have been calculated. H. 4.5m 3m Ax=0 3m 8kN 3m 3m 6kN 3m 2kN Ay=9kN Ey=7kN
Problem 1: Determine the force in members DE,EI, JI, FI, and FE of the truss. 4 6 6→十44 +6-+ 6 4> 100 75 kN kN 75 kN 25 kN 25 kN E 3 F B K H 14 Dimensions in meters
1. (5 Points) Find the trusses is members BC, BD, and CF for the truss shown in Figure. Indicate the tension or compression. The cross-sectional area of each member is 1600 mm². When: a = 3 b=4 F₁ = 60 KN F₂ =90kN a 1 A F₁ F₂ b 9 b
Use the method of joints to find all reaction and members in the trusses. FN = 55 MN = 62 SN = 71
Determine the force in members FG, GC and CB of the truss used to support the sign, and state if the members are in tension or compression. -1.5 m-1.5 m→-1.5 m- E 900 N 3 m 1800 N D 3 m 900 N 3 m A В
2. Use the Force Method to determine the forces in all eight members of the truss shown, and state whether they are in tension or compression. (Truss members BD and EC do not intersect.) Select member EC as the redundant member. AE is constant. 3 m 3 m D 12 kN 3 m
Activity 2. Using method of sections, solve for the force acting on member BD of the truss shown. [Ans. BD=1340.78KN (C)] 800KN 400KN 400KN 2m 4m 4 panels at 4 m
Q₁: Analyze the truss shown below B с <50k 3m IMI A E 100ku EA is Constant for all members + Am X Am
3. For the truss shown in the figure for this question, members AB and CD shown in bold each have a weight of 2 N. 4 m IC Establish the force in members BC, E I 3. CG, DE, and GH. Ans. FBC = 8 N (tension) FCG = 1.67 N (compression) FDE = 0 FGH = 6.67 N (compression) %3D 5 N 2N 7 N %3D %3D
The truss is loaded by concentrated forces as shown in the figure. Use E = 30 x 106 psi and A = 0.90 in² for all the members. Determine the deformation sustained by members CG and FG. 12 kips 14 kips 16 kips A B с 10 kips |-6R-|-6A 8 ft ļE 5 ft ——6 ft—6 ft--6 ft-
Determining the forces in three members on the right-hand side of the truss members HD, CD, and GD. For the Howe bridge truss shown, d=11 ft,F1=2950 lb, F2=2150 lb, F3=2650 lb, and F4=4450 lb. FA F1 Fa GY H F, 3. F d El A В с Ed d -+d+d - D Then Determine the forces in three members on the left-hand side of the trus in members HI, BH, and BC.
Example 2 Determine the force in members bd, cd & ce as shown in truss by section method? Find reactions at b & a → Σ Fx = 0 +→ 4m 4 4m C 300 kN 4m

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The members of a truss are pin connected at joint O. Set 0 = 60°. 5 kN 70° 30 7 kN Magnitude of F1: 4.31 kN Magnitude of F2: [ Choose ]