Structural Analysis (10th Edition)
Structural Analysis (10th Edition)
10th Edition
ISBN: 9780134610672
Author: Russell C. Hibbeler
Publisher: PEARSON
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Chapter 9, Problem 9.23P
To determine

The reactions at the supports.

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8-17. Determine the vertical displacement of joint C if members AB and BC experience a temperature increase of ST = 50°C. Take a = 12(10-6)/°C. A 4 m E 4 m 4 m B D
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For the I section prestressed concrete beam with a straight tendon shown in Fig below which is under the prestressing force, and U.D.L. Analyze the stresses at Mid- span at: A- transfer stage (due to initial prestress P. and self weight wo) B- at service stage. (due to effective prestress Pe and full loads) Check stresses with the ACI permissible stresses. Given: Initial prestress force Pi = 750 kN Effective prestress force Pe = 640 kN Wo (self) = 2.7 kN/m = W (D+L) 8 kN/m e = 130 mm I 5 10 mm² fci = 25 MPa (at transfer age), f' = 35 MPa (at service age) ASECTION 114 000 mm² W=4.75 kN/m |- 12 m F I 610mm
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