Answered: 5.14 Determine the stresses in all the…

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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SOLVE THE PROBLEMS WITH METHOD OF JOINTS AND METHOD OF SECTIONS 4.156 Determine the angle 0 that maximizes the tensile force in member BC and calculate the maximum value of this force. D 2m A 2 m 42 kN 2 m B 2 m 2 m 2 m Fig. P4.156
2.23 For the steel truss (E = 200 GPa) and loading shown, determine the deformations of members AB and AD, knowing that their cross-sectional areas are 2400 mm² and 1800 mm², respectively. A 4.0 m- B Q Search 228 kN D 4.0 m 1 2.5 m C a hp
Determine the magnitudes of the maximum tensile and compressive normal stresses on the transverse plane B-B in the straight portion of the structure shown in Fig. P7-184. The member is braced perpendicular to the plane of symmetry. 100 mm 50 mm 75 mm 50 mm H Section B-B -150 mm ANSWER: OL= 25.9MPa,oR= -28.5 MPa 3 4 50 KN -750 mm B C 1200 mm D B
1.3-6 Consider the plane truss with a pin support at joint 3 and a vertical roller support at joint 5 (see figure). (a) Find reactions at support joints 3 and 5. (b) Find axial forces in truss members 11 and 13. 20 N 45 N 5 6. 12 11 7 10 2 m 13 60 N 3 3 4 1m 2.5 m 2 2 m
2) Determine the forces in members BDE and ABC of the pin-joined structure shown in the figure. 20kN B D 3m 60 KN E 3m 1
Problem 1. Solve for the reactions at the supports and Determine the stress or the internal force acting on each member of the truss shown using Method of Joints. 500N 60⁰ C 60/60⁰ 60 3m D 3m 400N 2.598 m
determine the force in member AB for the.5 truss show in fig, if the reactions at supportes A and B is Ax= 25kN to the left, * Ay= 5kN up ,and By= 35kN up 40kN G 5kN 4m 10KN C 10kN F 4m A 77 B 2m Im ,Im 1mllm, 2m /
Prob. 4-6: The simply supported truss shown is 1.80 meters at king post. 4. Determine the resultant force at support A in KN. 5. Evaluate the force at member CG in KN. 6. Evaluate the tensile strength in MPa of member a. 9.04 b. 9.58 120KN C D d. 182.73 b. 204.70 b. 48.36 a. 230.95 a. 67.82 CG if the cross-sectional area is 50mm x 150 mm. d. 71.85 c. 6.45 d. 6.89 YO 097berio G +2.2m +-2.2-2.2-2. STTAMAL 20019 180 KN 2.2k Deve GGA c. 218.61 c. 51.68 yd banggeng ӘЙГЕВАН 1 3QИЗЯМА! 108291019 110tundent MA
Determine the reactions and the force in each member of the truss shown in Q. 2 using the Force Method of Analysis using member CB as the redundant. 20 k 20 k (6 in.?) 15 k (8 in.?) 12 ft (8 in.?) B (6 in.?) -16 ft E = 29,000 ksi Q. 2 (6 in.?) (6 in.?)
Activity 1. The frame shown is hinged to rigid supports at A and E. Find the horizontal and vertical components of the forces at A and É, and the forces in members BD and BC. (Ans. En=2500N, Ay=400N, BD=4166.67N(C), BC=2833.33N(T) Ev= 500N, Ah=2500N 300N 600N 2m 2m 2m 1.2m D 5.1m 0.90m
Q6: Determine the force in members RD, CD, and CE of the truss shown in the figure. 2k १० 44 24
determine the force in member AB for the.5 truss show in fig, if the reactions at supportes A and B is Ax= 25kN to the left, * Ay= 5kN up ,and By= 35KN up 40KN G 5kN 4m 10KN C 10kN F E 4m A 1. 2m 1m, Im, Im! lm 2m 32.7 kN (T) 22.5 kN (T) 27.9 kN (C) 32.7 KN (C) أخرى:

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5.14 Determine the stresses in all the members of the Parker truss showr in Fig.P5.14 by the Method of Shears and Monents. 16 KN 8 KN 8 KN DE 40 kN 36 32 30 24 20 8 @ 10 m 80 m %3D a OI Lo 13m 15m 16m