Reinforced Concrete Wall Design Example

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. Two equations are developed. Design concrete shear stress in wall section for out of plane bending.

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There are 6 columns between it and the next shear wall.

Reinforced concrete wall design example.

In this example the structural design of the three retaining wall components is performed by hand. Floor slabs frame into it at 3 2m centres and are 200mm thick. 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. When depth is large it is called rc wall.

Strength of reinforced concrete sections amount of rebar a s the project calls for 5 10 and 5 12 are used. Design the reinforcement in the wall at its base and mid height. The example focuses on the design and detailing of one of the reinforced concrete walls. Ce 437 537 spring 2011 retaining wall design example 1 8 design a reinforced concrete retaining wall for the following conditions.

Slender wall is a wall other than a stocky wall. The structure in this design example is a six story office building with reinforced concrete walls as its seismic force resisting system. Reinforced concrete stocky wall is where the effective height he divided by the thickness h does not exceed 15 for a braced wall and 10 for an unbraced wall. Reinforced concrete wall is classified as.

Reinforced concrete wall when reinforcement 0 4. Equivalent fluid pressure is 45 psf ft 7 0 kn m m excluding soil load factors 10 ft 3 05 m backfill height. Load from slab is transferred as axial load to wall. 9 bars at 72 in.

M 29 at 1 829 mm. 305 mm thick concrete masonry foundation wall 12 ft 3 66 m high. Strength reduced from 136 7 to 114 9 in kips. A 20m high 3 5m long shear wall is acting as both a lateral and vertical support to a 4 storey building.

Rcc wall is. Ce 537 spring 2011 retaining wall design example1 8. Design a reinforced concrete retaining wall for the following conditions. F c 3000 psi fy 60 ksi.

The hand solution is used for a detailed comparison with the analysis and design results of the engineering software program spwall. Using table 4 the wall can be adequately reinforced using no. Plain concrete wall when reinforcement 0 4. In this example the structural design of the three retaining wall components is performed by hand.

Design is similar to a rc column breadth equal to thickness of wall and depth equal to 1m. F c 3000 psi fy 60 ksi natural soil development of structural design equations. The analysis and design of reinforced concrete shear wall as shown in this example is essential to lateral load resistance for wind and seismic forces. Development of structural design equations.

This is a coupled wall running in the transverse building direction.

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