Cantilever Retaining Wall Design Example Excel

This is then compared with the allowable bearing capacity input by the user to determine the factor of safety against bearing failure.

Cantilever retaining wall design example excel.

Cantilever retaining wall design. Cantilever retaining wall sheet excel web share 2016 10 18t23 43 00 07 00 5 0 stars based on 35 reviews in this file we ll calculate. Excel templates about contact more cart. Access to excel templates examples.

10 50 add to cart setting up the format of your excel workbook for your takeoff. The example wall is shown in figure x 2. Unit weight of concrete ɣ c. This excel file is set up the allow you to design cantilever retaining walls.

Excel templates about contact. 15 add to cart. Concrete cantilever wall example. Soil bearing capacity q all.

Figure a 1 retaining wall cross section. Retaining walls example 3 16 design of a cantilever retaining wall bs 8 110 the cantilever retaining wall shown below is backþlled with granular material having a unit weight of 19 knm 3 and an internal angle of friction of 30. Assuming that the allowable bearing pressure of the soil is 120 knm 2 the. Cantilever sheet pile design excel retaining wall design calculations excel civilweb spreadsheets the civilweb cantilever sheet pile design excel spreadsheet is a powerful piece of design software which can be used to complete the calculations required for a sheet pile wall design in accordance with bs en 1997.

1 2 example wall. The example calculations are made here using mathcad. Coefficient of soil friction ф. Software such as mathcad or excel will be useful for design iterations.

Consider the cantilever retaining wall with the cross section shown in the above figure a 1 which retains a 2m depth of soil having the groundwater table at 1 0m level. The civilweb concrete cantilever retaining wall design excel spreadsheet analyses the retaining wall to determine the maximum bearing pressure created by the cantilever retaining wall base. 30 unit weight of soil ɣ s. Dimension in m active earth pressure passive earth pressure weights moments at toe check over.