Property  

Density (dry)  
Compressive strength  
Flexural:             Yield (FY)  
                         Ultimate Strength (FU)  
                         Modulus of elasticity  
Direct tension:    Yield (TY)  
                         Ultimate Strength (TU)  
                         Strain to failure  
Shear:                Interlaminar  
                         In-plane  
Coefficient of thermal expansion  
Thermal conductivity  
 

28-day, (E)  

120 to 140 (pcf)  
7,000 to 12,000 (psi)  
900 to 1,500 (psi)  
2,500 to 4,000 (psi)  
1.5 x 10^6 to 3.0 x 10^6 (psi)  
700 to 1,000 (psi)  
1,000 to 1,600 (psi)  
0.6 to 1.2 (%)  
400 to 800 (psi)  
1,000 to 1,600 (psi)  
6 to 12 x 10^-6 (in./in./deg F)  
3.5 to 7.0 (Btu/in./hr/ft2/deg F)  
 

Aged**,(A)  

120 to 140 (pcf)  
10,000 to 12,000 (psi)  
1,000 to 1,600 (psi)  
1,300 to 2,000 (psi)  
2.5 x 10^6 to 4.0 x 10^6 (psi)  
700 to 1,100 (psi)  
725 to 1,100 (psi)  
0.03 to 0.06 (%)  
400 to 800 (psi)  
725 to 1,100 (psi)  
6 to 12 x 10^6 (in./in./deg F)  
3.5 to 7.0 (Btu/in./hr/ft^6/deg F) 
 

FIRE ENDURANCE 

GFRC made of cement, glass fibers, sand and water is non-combustible and meets the requirements of ASTM E136.  When used as surface material, its flame spread index is zero.  In addition, tests for non-combustibility, ignitability, and fire propagation have been conducted in England in accordance with the appropriate British Standard on "Fire Tests on Building Materials and Structures,"  BS 476, Parts 4,5, and 6. 

GFRC made with an acrylic thermoplastic copolymer dispersion for curing purposes will meet the requirements of NFPA Class A and UBC Class I when tested according to ASTM E84, resulting in a "0" Flame Spread Rating and less than 5 smoke density. 

GFRC panels can be designed to provide one or two hour fire rating.  The rating as defined in ASTM E119 is primarily dependent upon the fire endurance of the insulation and sheetrock materials field applied to the panels by other trades.  Fire tests conducted in the U.S.A. (Table 2) on GFRC wall panels with stud frames are summarized in ICBO Evaluation Report 4359. 

It should be noted that the tests were conducted in accordance with ASTM E119, which requires hose stream tests in additional to fire resistance tests. 

 

Fire 
Endurance 
2hr* ^56 
2hr^57 
2hr^58 
1hr^59 
 
Outside Wythe 
3/8 in. GFRC; 6in. Returns 
1/2 in. GFRC; 1-1/2 in. Returns 
1/2 in. GFRC;** 1-1/2 in. Returns 
1/2 in. GFRC; 5 in. Returns 
 
        Steel Studs or GFRC Ribs 
Type 
5 in. Ribs 
4 in. Studs 
6 in. Studs 
4 in. Studs 
 
Maximum Spacing 
24 in. (nominal) 
16 in. (nominal) 
24 in. (nominal) 
16 in. (nominal) 
 
Insulation 
5 in. TFB 
5 in. TFB 
5 in. TFB 
5 in. TFB 
 
Inside Wythe 
5/8 in. GWB-C 
1/2 in.+ 1/2in. GWB-C 
1/2 in.+ 1/2in. GWB-X 
5/8 in. GWB-C 
 
Overall 
Thickness 
7-3/8 in. 
6-1/2 in. 
9 in. 
6-1/8 in.