EBK FOUNDATION DESIGN
3rd Edition
ISBN: 9780133424478
Author: CODUTO
Publisher: YUZU
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Chapter 4, Problem 4.2QPP
How would you go about determining the location of the groundwater table in the design soil profile? Recall that this is not necessarily the same as the groundwater table that was present when the borings were made.
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I have a question for this problem in the first one wouldn't it be finding the total weight of the bags which =4800lbs and the multiply that by 12ft to find the concentrated load?? but if this is the case the load would end up as lbs/ft so I'm not too sure that is right.
There are 2 parts
A) L=12ft
B) L1= 6ft, L2= 8ft
to determine the bearing capacity for the given beam a=0.5 m sigma1 =150 N/mm2 and sigma2 =200N/mm2.
Chapter 4 Solutions
EBK FOUNDATION DESIGN
Ch. 4 - Describe a scenario that would require a very...Ch. 4 - How would you go about determining the location of...Ch. 4 - A five-story office building is to be built on a...Ch. 4 - A two-story reinforced concrete building is to be...Ch. 4 - Discuss the advantages of the CPT over the...Ch. 4 - A standard penetration test was performed in a 150...Ch. 4 - Using the CPT data in Figure 4.22, a unit weight...Ch. 4 - Prob. 4.8QPPCh. 4 - Prob. 4.9QPPCh. 4 - A series of vane shear tests have been performed...
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