Rcc Retaining Wall Steel Design

Retaining wall design proceeds with the selection of tentative dimensions see fig 8 3 which are then analyzed for stability and structural requirements and revised as required.

Rcc retaining wall steel design. The following figure shows the cantilever retaining wall. The principle of design of cantilever retaining wall without shelves various forces are acting on structure and the stability of cantilever retaining wall should be checked for1. This session is not intended to teach concrete design but more of an awareness of why things are the way they are lateral soil backfill loads depends on soils type. 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.

Retaining wall can be built with masonry along with reinforced concrete. Reinforced concrete wall when reinforcement 0 4 load from slab is transferred as axial load to wall. Retaining wall without shelves is very important to study. Design is similar to a rc column breadth equal to thickness of wall and depth equal to 1m.

Reinforced concrete wall design basics mike o shea p e. When depth is large it is called rc wall. Here is an example of the method of designing a cantilever wall. Document no isbt main 01 rcc design of retaining wall 4 8m for terminal building of main isbt rev.

The stem may have constant thickness along the length. Retaining walls are utilized in the formation of basement under ground level wing walls of bridge and to preserve slopes in hilly terrain roads. Retaining walls are used in the construction of the basement below ground level wing walls of bridge and to retain slopes in hilly terrain roads. The density of retained earth is 16 kn m3 and angle of repose is 300.

An rc retaining wall 5 m high above foundation base has to retain earth with a horizontal surface at the top. Design the cantilever wall and give approximate dimensions of heel toe and base.