1. A 30 cm x 40 cm column supporting (factored loads) a centric axial load of 700KN, Mxx = 40KN.m and Myy = 0.2 KN.m is going to transfer its load to the soil through a footing foundation. If an optimum allowable bearing capacity of 250kPa can be obtained at a reasonable shallow depth of embedment, determine a. The width and length of the foundation b. The thicknesses of the foundation such that shear strength requirements are fulfilled. c. Provide appropriate reinforcement to the footing and provide all the details in structural working drawing.
I appreciate. My quastion is if the level of foundation is diffrent to each other as our soil condition how it transfer even distribution of load to the ground. Kindly request
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Really i get a point thank very much my brother
Thank u for ur hard work!And can i have some more details about columns at the center edge and at the corner of the pad,thank u.
1. A 30 cm x 40 cm column supporting (factored loads) a centric axial load of 700KN, Mxx = 40KN.m and Myy = 0.2 KN.m is going to transfer its load to the soil through a footing foundation. If an optimum allowable bearing capacity of 250kPa can be obtained at a reasonable shallow depth of embedment, determine
a. The width and length of the foundation
b. The thicknesses of the foundation such that shear strength requirements are fulfilled.
c. Provide appropriate reinforcement to the footing and provide all the details in structural working drawing.
1992/2015
Can u attach us an adequate explanation over deep foundation ?
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I appreciate. My quastion is if the level of foundation is diffrent to each other as our soil condition how it transfer even distribution of load to the ground. Kindly request
Ok good question so such isolated footings will tranfer the load separately so they are treated separately.
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