Foundation Design: Principles and Practices (3rd Edition)
Foundation Design: Principles and Practices (3rd Edition)
3rd Edition
ISBN: 9780133411898
Author: Donald P. Coduto, William A. Kitch, Man-chu Ronald Yeung
Publisher: PEARSON
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Chapter 6, Problem 6.6QPP
To determine

The bearing pressure of the footing.

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300 mm HB 2. Calculate the maximum shear stress that can be resisted, VR/bwdv, by Beam A and B using (a) The CSA simplified method of shear design (b) The old ACI method of shear design (replaced in 2019) Comment on the differences between the CSA and older ACI code that you see in answering questions (a) and (b). Also comment on the resulting safety of large beams and slabs without stirrups designed using the codes. (Bear in mind that the CSA code has been repeatedly shown to very accurately predict the shear strength of beams tested in the laboratory) 160 mm A fe = 25MPA, aggregate size = 10mm fy = 400MPA %3D %3D 200 mm 2-15M Bars T55mm 8-30M Bars d = 1500 mm
The following are the load combinations to be used. LRFD Load Combinations 1.4 (D+ F) 1.2 (D+F+T)+ 1.6 (L+ H) +0.5 (L, or R) 1.2D+1.6 (L, or R) + (fiL or 0.5W) 1.2D+ 1.0W + fiL+ 0.5 (L, or R) 1.2D+1.0E + fiL 0.9D+ 1.0W +1.6H 0.9D+ 1.0E + 1.6H ASD Load Combinations D+F D+H +F+L+T D+H+F+(L, or R) D+H+F+0.75L+0.75 (L, or R) D+H +F+ (0.6W or ) от
What is Schmidt Hammer Test & Point Load Test? pls explain Briefly
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