Design the one way slab shown in the accompanying figure to support a live load of 10 kN m2 Do not use the ACI thickness limitation for deflections Assume concrete weighs 23 5 kN m, f' 28 MPa, andf 420 MPa Use p Pmax corresponding to e, 0 005 (One ans 220 mm slab with 29 bars at 200 mm main steel)...

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Elementary Surveying An Introduction to Geomatics

ISBN: 978-0273751441

13th Edition

Authors: Charles D. Ghilani, Paul R. Wolf

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Posted Date: Sep 13, 2020 10:30 AM

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Design the one-way slab shown in the accompanying figure to support a live load of 10...

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Elementary Surveying An Introduction to Geomatics

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