Concrete Retaining Wall Reinforcement Design

Built on a reinforced concrete footing. Earthquake seismic design 7. Design for earth loads retaining walls which set out a design methodology and safe load tables for these structures.

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Concrete retaining wall reinforcement design.

Cantilevered retaining walls are made from an internal stem of steel reinforced cast in place concrete or mortared masonry often in the shape of an inverted t. Reinforced concrete wall is designed as a compression member. Strength reduced from 136 7 to 114 9 in kips. Sketches of the retaining wall forces should be considered to properly distinguish the different forces acting on our retaining wall as tackled in the previous article retaining wall.

Two equations are developed in this section for determining the thickness reinforcement required. F c 3000 psi fy 60 ksi o development of structural design equations. Retaining wall can be built with masonry along with reinforced concrete. Strength of reinforced concrete sections amount of rebar a s the project calls for 5 10 and 5 12 are used.

Soil bearing and stability 8. Forces on retaining walls 6. Soil mechanics simplified 4. Determine the factors of safety against sliding and overturning.

Based on our example in figure a 1 we have the forces due to soil pressure due to water and surcharge load to consider. Building codes and retaining walls 5. These walls cantilever loads like a beam to a large structural footing converting horizontal pressures from behind the wall to vertical pressures on the ground below. Coefþcient of friction is 0 4 and the unit weight of reinforced concrete is 24 knm 3 1.

Design procedure overview 3. In this example the structural design of the three retaining wall components is performed by hand. The base is divided into two parts the heel and toe. Design a reinforced concrete retaining wall for the following conditions.

Reinforced concrete cantilever retaining wall analysis and design aci 318 14 reinforced concrete cantilever retaining walls consist of a relatively thin stem and a base slab. N ultimate load design with material factors based on characteristic soil. The stem may have constant thickness along the length or may be tapered based on economic and construction criteria. Calculate ground bearing pressures.

In 1990 the concrete masonry association of australia cmaa published masonry walling guide no 4. In instance of masonry retaining wall the thickness of wall enhances with height for the reason that masonry opposes the lateral pressure by its mass. Reinforced concrete wall is classified as. Retaining wall design 10 editionth a design guide for earth retaining structures contents at a glance.

Reinforced concrete wall is used in case where beam is not provided and load from the slab is heavy or when the masonry wall thickness is restricted. 2 5 clear to strength steel 5 12 rather than the designed 5 10 bending strength of the section has been reduced by about 16. Design the wall and base reinforcement assuming fcu 35 knm 2 f y 500 knm 2 and the cover to reinforcement in the wall and base are respectively 35. As a result it is also known as gravity retaining wall.

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