Reinforced Concrete Wall Design Example Pdf

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.

Reinforced concrete wall design example pdf.

F c 3000 psi fy 60 ksi natural soil development of structural design equations. 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. The stem may have constant thickness along the length or may be tapered based on economic and construction criteria. 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.

Strength reduced from 136 7 to 114 9 in kips. Design of slab examples and tutorials by sharifah maszura syed mohsin example 1. The first reinforced concrete design manual formerly titled aci design handbook was developed in accordance with the design provisions of 1963 aci 318 building code by aci committee 340 design. Shear wall section and assumed reinforcement is investigated after analysis to verify suitability for the applied loads.

Slender wall is a wall other than a stocky wall. Two equations are developed in this. Ce 437 537 spring 2011 retaining wall design example 1 8 design a reinforced concrete retaining wall for the following conditions. Arch 331 note set 22 1 su2014abn 5 reinforced concrete beam members strength design for beams sstrength design method is similar to lrfd.

The base is divided into two parts the heel and toe. Strength of reinforced concrete sections amount of rebar a s the project calls for 5 10 and 5 12 are used. Simply supported one way slab a rectangular reinforced concrete slab is simply supported on two masonry walls 250 mm thick and 3 75 m apart. There is a nominal strength that is reduced by a factor which must exceed the factored design stress.

Two equations are developed. In this example the structural design of the three retaining wall components is performed by hand. In this example the structural design of the three retaining wall components is performed by hand. Ce 537 spring 2011 retaining wall design example 1 8 design a reinforced concrete retaining wall for the following conditions.

Design concrete shear stress in wall section for out of plane bending. The slab has to carry a distributed permanent action of 1 0 kn m2 excluding slab self weight and a variable action of 3.