ACI 216.1 PDF

ACI Code Requirements for Determining Fire Resistance of Concrete and Masonry Construction Assemblies. for Determining. Fire Resistance of. Concrete and Masonry. Construction Assemblies. Reported by ACI/TMS Committee A. CI/TMS M An ACI /TMS. Find the most up-to-date version of ACI at Engineering

Author: Zolonos Faet
Country: Benin
Language: English (Spanish)
Genre: Automotive
Published (Last): 16 August 2011
Pages: 31
PDF File Size: 11.28 Mb
ePub File Size: 3.99 Mb
ISBN: 231-8-38746-522-8
Downloads: 28059
Price: Free* [*Free Regsitration Required]
Uploader: Bakree

It does not matter which side is exposed to the fire. It is based on extensive research which established a relationship between physical properties of materials and the fire resistance rating. If the cells of hollow unit masonry are filled with approved materials, the equivalent thickness of the assembly can be considered the same aaci the actual thickness. Can you afford to specify anything less?

A variety of aggregate combinations is possible. Nominal Width Equivalent Thickness, inches 8 inch 4. The fire resistance rating of steel columns protected by concrete masonry as illustrated in Figure 4 is determined by the cai equation:. Fire resistance ratings greater than 4 hours are not listed in the building codes, so calculations of the rating for units with an equivalent thickness greater than that needed for a 4 hour rating was made by extrapolation, using the increase in equivalent thickness needed to raise the rating from 3 hours to 4 hours as the basis for the extrapolation.

A commercial listing service which test materials and assemblies to determine if they comply with applicable safety standards.

Fire Resistive Ratings

Also publishers of directories that list classified assemblies. When calculating the fire resistance rating of a wall with finishes, two calculations are performed.

Built In Fire Safety Extensive testing has established a relationship between the fire resistance and the equivalent solid thickness for concrete masonry walls as shown in Table 1. By drawing on this data, methods of calculation have been 216.1 to determine fire resistive ratings.

While finishes are normally applied for architectural reasons, they also provide additional fire resistance value. To calculate the fire resistance rating of a concrete masonry unit, its equivalent thickness and the proportion of aggregate s used in its production must be known.

  4000E 486 MANUAL PDF

Concrete masonry is a preferred material for use in constructing fire-resistive walls. Drywall and furring may be attached in one of two ways:.

The fire resistance rating of concrete masonry lintels is determined based upon the nominal thickness of the lintel and the minimum cover of longitudinal reinforcement in accordance with Table 5.

ACI 216.1-14 Code Requirements for Determining Fire Resistance of Concrete and Masonry

For this afi, river sand is blended with Buildex Expanded Shale Lightweight Aggregate to produce a 93 pound per cubic 261.1 concrete masonry unit, which is the specified maximum density for SmartWall Systems. The fire resistance ratings for lightweight units were calculated by linear interpolation using two steps, as illustrated in Table 4 below.

Consult your representative for more information. The fire resistance rating period of concrete masonry elements can be determined by three methods:.

This avi then added to the base concrete masonry wall equivalent thickness which is used in Table 1 to determine the fire resistance rating. This adjustment makes the calculations conservative, and they are expected to more closely match “real world” testing lab results, both for lightweight and heavy weight units.

For multi-wythe walls of clay brick and concrete masonry, use the values of Table 3 for the brick wythe in the above equation. The third option, testing of representative elements of the construction in accordance with standard fire test methods is generally 216.1 practical due to the expense of the test and time required to build, cure, and test representative specimens.

Angelus Technical Article: Fire Resistive Ratings

Non-combustible Norlite masonry construction mitigates the spread of fires and the dangers of structural collapse. Site Map Take me to the homeowner’s site. A premium is usually charged for units of this type. Methods for Classification axi Fire Resistant Ratings of Concrete Masonry The fire resistive properties of concrete masonry units are generally classified by hourly fire resistance ratings.

  ARMY SWORN STATEMENT DA FORM 2823 PDF

If the mixes were made with a lightweight aggregate of different density from another source, the aggregate proportions and the resulting fire resistance ratings will vary from those shown in Table 1. Gypsum wallboard must be installed with the long dimension parallel to the furring members and all horizontal and vertical joints must be supported and finished.

The calculated fire resistance procedure is practical, versatile, and economical. For partially grouted concrete masonry walls using 8-inch thick cmu rated at 2 hours, the fire-resistance rating can be increased to 4 hours when ungrouted cores are filled with any of the following:. The fire resistive properties of concrete masonry units are generally classified by hourly fire resistance ratings.

Fire Resistance :: Masonry :: Norlite Lightweight Aggregate

The fire-resistance ratings of the various thicknesses of concrete masonry walls are based on CBC Table Typical equivalent thickness values for these units are listed in Table 2. Aco finishes on the non-fire exposed side of the wall, the finish is converted to equivalent thickness of concrete masonry by multiplying the thickness of the finish by the factor given in Table 7.

The fire resistance rating is determined in accordance with Table 1 utilizing the appropriate aggregate type of the masonry unit and the equivalent thickness. The listing service approach allows the designer to 21.61 a fire rated assembly which has been previously classified and listed in a published directory of listed fire rated assemblies.

For partially grouted concrete masonry walls using 8-inch thick cmu rated at 2 hours, the fire-resistance rating can be increased to 4 hours when ungrouted cores are filled with any of the following: