EBK FUNDAMENTALS OF GEOTECHNICAL ENGINE
EBK FUNDAMENTALS OF GEOTECHNICAL ENGINE
5th Edition
ISBN: 8220101425829
Author: SIVAKUGAN
Publisher: CENGAGE L
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Chapter 12, Problem 12.7P

The table gives the standard penetration numbers determined from a sandy soil deposit in the field:

Chapter 12, Problem 12.7P, The table gives the standard penetration numbers determined from a sandy soil deposit in the field:

Using Eq. (12.19), determine the variation of the peak soil friction angle, ϕ . Estimate an average value of ϕ for the design of a shallow foundation. Note: For depth greater than 6 m, the unit weight of soil is 18.55 kN/m3.

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2. Find the equivalent concentrated load(s) for the bags of cement stacked on the dock as shown here. Each bag weighs 100 lbs and is 12 inches long. Draw the loading conditions for each showing the equivalent concentrated load(s). 1 bag = 100lbs L= 12 ft L= 6 ft L= 8ft
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
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