Fundamentals Of Construction Estimating
Fundamentals Of Construction Estimating
4th Edition
ISBN: 9781337399395
Author: Pratt, David J.
Publisher: Cengage,
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Chapter 1, Problem 8RQ
To determine

The cost per square foot (square meter).

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For the beam of cross section shown below, analyze the stresses at Mid-span at transfer and at service stages, Neglect losses. Use: f' =41.4 MPa and assume that concrete has attained strength of fci =34.5 MPa at the time of transfer. The initial prestress force is (Psi-1112 kN). The service deal load D.L = 3.65 kN/m (not include self weight of beam). The service live load L.L=14.6 kN/m. Use n=7. Check stresses with the ACI permissible stresses Determine the equivalent transformed section in compute A and I h=508 mm d=381 9.15 As= 1290 mm² 305
For the prestressed concrete beam with a straight tendon shown in Fig below which is under the prestressing force of 1620 kN, Analyze the stresses at Mid-span at transfer stage. The uniformly distribution load (self weight) = 4.75 kN/m. Then draw the stress distribution across the section mid-span. W=4.75 kN/m Δ 7.3 m F= 1620 kN 750 mm I 230 mm 500 mm
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