CSA A23.3-94 PDF

Canadian Standards Association (CSA) standards are developed . CSA A 04 originally consisted of pages (xviii preliminary and This is the sixth edition of CSA A, Design of concrete structures. structures for buildings in conjunction with CSA A/A, Concrete materials and methods of concrete construction/Methods . CSA A (R). The purpose of this paper is to critically review the provisions of CSA A for the deflection calculations of normal and high strength.

Author: JoJogor Mikakasa
Country: Bahrain
Language: English (Spanish)
Genre: Art
Published (Last): 16 May 2015
Pages: 42
PDF File Size: 5.17 Mb
ePub File Size: 3.84 Mb
ISBN: 925-1-93807-423-7
Downloads: 76430
Price: Free* [*Free Regsitration Required]
Uploader: Tanris

When the maximum steel strain is equal to the yield strain for the re- inforcing, Pb is obtained. The design is similar to that which has previously been described for design conditions 1 and 2.

Then, we describe how the program checks and designs piers that are specified as a pier with Uniform Reinforcing. Comment on draft standards Influence national a233.3-94 international standards development by commenting on draft standards online. Alternative Method for Out-of-Plane Slender Wall Analysis in A23.39-4 is used to demonstrate hand calculation procedures and compare with finite element analysis results from engineering software program spWall.

A structural reinforced concrete tilt-up wall panel provides gravity and lateral load resistance in a multi-story building is investigated using the procedure in ACI and compared with the vsa of spWall engineering software program from StructurePoint.

The results obtained from the hand calculations were compared with the complete interaction cssa generated by spColumn engineering software program. The moment new editions of the standards you monitor are released, changes are made, or appendixes are published, you will be alerted by email.

Since the section is symmetrical. The wall pier has program-determined variable length and fixed width edge members on each end. This Standard provides requirements for the design and strength evaluation of building structures cea reinforced and prestressed concrete in accordance with the National Building Code of Canada.

A | Standards Council of Canada – Conseil canadien des normes

Figure 4 illustrates varying planes of linear strain such as those that the pro- gram considers on a wall pier section for a neutral axis orientation angle of 0 degrees. Aa23.3-94 final loading case to be considered is concentric axial tension. For the pier to be deemed adequate, the required strength Pf, A23.-394, M3f must be less than or equal to the design strength, as indicated in this equation: Wall pier with a user-defined edge In all three conditions, the only member on one cea and an ETABS- reinforcing designed by ETABS is that determined variable length edge required at the center of the edge member on the other end members Figure 1: This process continues until the points for all of the specified curves have been calculated.


In all CSA- A Figure 5 illustrates the concrete wall pier stress-strain relationship that is ob- tained from a strain compatibility analysis of a typical plane of linear strain shown in Figure 4.

Monitoring Standards monitoring is a free service designed for you who wish to be caa of changes to or new editions of the standards required a3.3-94 your work. Summary and Comparison of Design Results. If you input an even number for this item in the preferences, the program will increment up to the next higher odd number.

Similarly, the largest of the eight reinforcing ratios used is that specified in the shear wall design prefer- ences as Section Design IP-max. Structural Cxa of Reinforced Concrete Frames. Since this column is a tied column with steel strain in compression: Additionally, different modeling and analysis techniques using spWall engineering software program to investigate and design tilt-up wall panels with openings are discussed.

The interaction surfaces are developed for eight different ratios of reinforcing steel areas. Forces in the concrete and steel 6 3. Designs using procedures not covered by this Standard, which are carried out by a person qualified in the specific methods applied, and which provide a level of safety and performance equivalent to design conforming to this Standard, are acceptable if carried out by a233.-94 of the following methods:.

The difference is that the pier sections with uniform reinforcing are planner walls.

Standards Council of Canada

Reinforced concrete structural software includes programs for column design pcaColumnbeam design pcaBeamslab design pcaSlabwall design pcaWallmat design pcaMatsfoundation design, xsa design, slab-on-grade design and frame analysis pcaFrame. Slenderness effect for columns in a sway frame is evaluated by designing a first story exterior column in multistory reinforced concrete building 22″ x 22″ column section. The analysis procedure shown in ACI is illustrated in detail to analyze and design pile cap systems.


In addition to Pr,max and Pt,max, the axial load at the balanced strain csq, i.

Design Examples

The agreement lasts for three years, and the fee is charged once per year. The analysis of the reinforced concrete section performed by spColumn conforms to the provisions of the Strength Design Method and Unified Design Provisions with all conditions of strength satisfying the applicable conditions of equilibrium and csx compatibility.

Forces in the concrete and steel 10 5.

If no specific edge member dimensions have been specified by the user, the program assumes that the edge member has the same width as the wall, and the program determines the required length of the edge member.

For this column section, we ran in investigation mode with control points using the CSA A In the preferences, this factor is called the Pmax Factor and you can specify different values for it if desired. This corresponds to the case where the factored axial load resistance, P ris equal to zero. You need to log in before adding standards to the monitoring service. In general, we rec- ommend that you use the default value. The assumed tilt-up wall panel section and reinforcement are investigated after analysis using CSA A The point L, defined by Pf, M3fis placed on the interaction diagram as shown in the figure.

Forces in the concrete and steel 9 4.

The differences between the interaction diagram for irregular and regular wall sections are highlighted. A2.33-94 addition to the requirements of this Standard, it is necessary that the design be carried out in accordance with the provisions of applicable Building Codes governing fire resistance. Half of the remaining number of specified points on the interaction curve occur between Pb and Pr,max at approximately equal spacing along the Pr axis.

Tilt-up concrete is essentially a precast concrete that is site cast instead of traditional factory cast concrete members. A web subscription provides an easy and secure access to standards, and you are guaranteed to always have the latest edition. The appropriate expression of these two terms was provided previously.