Ce 537 spring 2011 retaining wall design example1 8.
Concrete retaining wall design calculations.
Earthquake seismic design 7.
Forces on retaining walls 6.
After use a shovel or spray paint to mark the outline.
Retaining walls footings or any other volume of concrete.
Development of structural design equations.
Soil mechanics simplified 4.
F c 3000 psi fy 60 ksi.
Soil bearing and stability 8.
Calculate the eccentricity maximum and minimum soil pressure beneath the base of a retaining wall.
Ce 437 537 spring 2011 retaining wall design example1 8.
Two equations are developed in this section for determining the thickness reinforcement required to resist the bending moment in the retaining wall components stem toe and heel.
In this example the structural design of the three retaining wall components is performed by hand.
Enter length and height in feet and thickness in inches.
Development of structural design equations.
To estimate how many blocks you ll need per row divide the total length of the wall by the length of the block.
F c 3000 psi fy 60 ksi.
Retaining wall design 10 editionth a design guide for earth retaining structures contents at a glance.
In this example the structural design of the three retaining wall components is performed by hand.
Enter the height feet.
Calculate the resistance to sliding for a retaining wall without a keyed base.
Create a concrete cantilever retaining wall trial design section.
Building codes and retaining walls 5.
Enter the length feet.
Calculate the resistance to sliding for a retaining wall with a keyed base.
Design procedure overview 3.
Design a reinforced concrete retaining wall for the following conditions.
V l x h x t.