Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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Transcribed Image Text:If a concentrated moment of 200 kN.m is applied at joint 'O', magnitude of moment transferred in
member OA is
4m
4m
(21)
(1)
3m
5m
(21)
(21)
5m
(1)
B.
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- A volume of 1m3 of water is subjected to a pressure increase of 15 MPa. Compute the change (%) in its volume if it has a bulk modulus of elasticity of 2100 MPaarrow_forwardDetermine the natural period of vibration of thependulum. Consider the two rods to be slender, each havinga weight of 8.5 lb/ftarrow_forwardSITUATION B. The frame is loaded as shown. 5m 21 40 kN 5m 130 12 kN/m IVI B -4 m 3 m E= constant = 70 GPa I = 554 (106) mm 4. Which of the following most nearly gives the vertical reaction (KN) at A? a. 40 b. 48 €60 d. 76 5. Which of the following most nearly gives the moment (KNm) at A? a150 b. 380 c.530 d. 680 6. Which of the following most nearly gives the moment at B? a. 150 (b) 380 c.530 d. 680 7. Which of the following most nearly gives the vertical deflection (mm) at C? a. 0.107 b. 10.7 c. 107 d. 1070arrow_forward
- Q.3) The rod is supported by a roller at A and a smooth collar at B. The collar is fixed to the rod AB but is allowed to slip along rod CD. Determine the support reactions at A and at B, the moment reaction in the collar at B. A 900 N C B -1.5 m 45% -1.5 m- 800 N-m D 45° 3 marrow_forward1. Determine the absolute maximum live moment in the beam due to the loading shown 8 KN 3 kN 4 kN B. 3 m 2m 12 marrow_forwardSolve for all reactions at A and Barrow_forward
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