EBK ENGINEERING FUNDAMENTALS: AN INTROD
EBK ENGINEERING FUNDAMENTALS: AN INTROD
5th Edition
ISBN: 8220100543401
Author: MOAVENI
Publisher: CENGAGE L
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Chapter 6.1, Problem 2BYG
To determine

Explain the difference between dimension and unit.

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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
Kindly help to provide explanation, examples and provide any useful link for citations and learning purposes.  This is regarding building diagnosis.

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EBK ENGINEERING FUNDAMENTALS: AN INTROD

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