3. Using the given figure below, determine the reaction of strut member DE and determine thereaction of pin at joint C (use member ABCD).- 2.5 m- 2.5 m3.5 mCDF1 mE3 m50A100 kN

Answered: 3. Using the given figure below,…

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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Refer to the figure below and using the following:F1= 8 kNF2 = 10 kNa = 2 mb = 2 mWhat gives the axial force for members DE, BC, EF, GCWhat gives the reaction at the pin support?
Using the method of joints, determine the force in each member of the truss shown below (solve for FAB, FAD, FBD, FDE, FBE, FBC, and FCE. Use the sign convention of negative for compression of the joint and positive for tension of the joint. 2000 lb 1000 lb + 12 ft-> A B -12 ft. D E Cl T 8 ft -12 ft- 6 ft 6 ft Hints: 1. The reaction at the roller support at E is 10,000 lbf upwards. 2. The reaction of the support at C is 7,000 lbf downwards.
For the truss shown in Figure 2.3a, determine the force in member BH if m = 5 m, n = 6 m, a = 83°, and P = 0.23 kN. Indicate whether the member is in tension or compression. (Note: Use negative sign (-) if the member is in compression.) т H Н т m F m A M В D E P kN
calculate the reaction of members DF, DG and EG using method of joints
2. Find the force acting in Bar AC,CE & CD of the compound Truss and the reactions at A & F as shown in the below figure. 180 lb 540 lb 10 10 B D 10 A E F 18' RA RF
Determine the force in member FG (assume FG is tension) of the truss shown in the figure below?. Set P = 671 lb. 2P 12h 12 12 12 Answer:
B F RK E G F1 F2 AC, CE, EG, GI, IK, BD, DF, FH, HJ = 12.5 m, AZ=15 m, ZB=6.25 mF_1= 60 kN, F_2 = 60 kN For the truss as shown and the loading indicated. Show the free body diagram for the joint: Olncluded in manual solution ONot made 1.Find the reactions. pe here to search
Z B D K E F1 F2 AC, CE, EG, GI, IK, BD, DF, FH, HJ = 9.5 m, AZ=11.5 m, ZB=5 mF_1= 65 kN, F_2 = 65 kN For the truss as shown and the loading indicated. Show the free body diagram for the joint: Olncluded in manual solution ONot made 1.Find the reactions. Reaction at A is: kN. (answer to the nearest whole number) Reaction at K is: kN. (answer to the nearest whole number) ENG 2 G 4 O E
C. G F1 F2 AC, CE, EG, GI, IK, BD, DF, FH, HJ = 12 m, AZ=14 m, ZB=6 mF_1 = 50 kN, F_2 = 50 kN For the truss as shown and the loading indicated. Show the free body diagram for the joint: Olncluded in manual solution ONot made 1.Find the reactions. Reaction at A is: kN. (answer to the nearest whole number) Reaction at K is: kN. (answer to the nearest whole number) 2. Use the method of joints to find the forces in AB and AC. The force in member AB is: kN [Tension:+, Compression:-] 2. Use the method of joints to find the forces in AB and AC. The force in member AB is: kN [Tension:+, Compression: -] The force in member AC is: kN [Tension:+, Compression: -] 3. Find the force in members CE, DE, DF using the method of sections. The force in member CE is: kN [Tension:+, Compression: -] The force in member DE is: Kn[Tension:+, Compression: -] The force in member DF is: kN [Tension:+, Compression: -]
022 Plate 3-Method of Consistent Deformation Determine the force in member CD of the truss shown in the figure. Circled values are areas in square inches. E is constant. FEU ALASANC FEU DEIMAN What is the horizontal Reaction at A? [Select] What is the Verticall Reaction at A? [Select] What is the Vertical Reaction at B? [Select] What is the horizontal Reaction at C? [Select] O II W -10 ft- B D 30 k (2) Wo -15 ft S 0 C 20 ft C Technology Driven by Innovation 208C Light rain
1. SOLVE FOR THE REACTIONS OF THE TRUSS SHOWN BELOW: P -2m -2m P -2m -2m- E Assume P = 12 kN P -2m 2m SOLVE FOR THE AXIAL STRESSES OF ALL MEMBERS OF THE TRUSS SHOWN ABOVE. INDICATE WHETHER IT IS TENSILE OR COMPRESSIVE STRESS. 2. WHAT IS THE MAXIMUM VALUE OF P THAT THE TRUSS CAN CARRY IF THE ALLOWABLE STRESS IN THE TRUSS MEMBERS IS 248 MPa. USE A SAFETY FACTOR OF 1.0
Problem # 4. A 12-mm-diameter steel E 200 GPa] rod (2) is connected to a 30mm wide by 8 mm thick rectangular aluminum [E 70 GPa] bar (1), as shown. required to Determine the force P stretch the assembly 10.0 mm. Ans: = A (1) 0.45 m B (2) 1.30 m - C

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3. Using the given figure below, determine the reaction of strut member DE and determine th reaction of pin at joint C (use member ABCD). 2.5 m - 2.5 m- - 3.5 m B C D m F E 3 m 50 A 100 kN