Maurice Tutor

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    Argosy University/ Phoniex University/
    Nov-2005 - Oct-2011

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    Phoniex University
    Oct-2001 - Nov-2016

Category > Management Posted 02 Feb 2018 My Price 4.00

unit compressive stress

The excavation for a caisson to carry a total load of 1500 kN is to be drilled dry in the soil profile shown in Fig. 11-8. The caisson will be made of concrete with f: of 27,500 kN/m2. It is specified that the unit compressive stress of the caisson shaft shall not exceed 33% of its ultimate 28-day compressive strength nor 8274 kN/m2. Find the required diameter of the plain concrete straight-shaft caisson.

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Maurice Tutor
(5)
Status NEW Posted 02 Feb 2018 08:02 PM My Price 4.00

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