Engineering Report


TESTING
 INSPECTION
 ENGINEERING
2118 Rheem Drive, Pleasanton, CA 94588  Phone [phone]  Fax [phone]
4770 Duckhorn Drive, Sacramento, CA 95834  Phone [phone]  Fax [phone]
One Embarcadero Center, Suite 535, San Francisco, CA 94111  Phone [phone]  Fax [phone]
246 30
th
St., Suite 101, Oakland, CA 94601  Phone [phone]  Fax [phone]
CONSTRUCTION
TESTING SERVICES
Compressive (Downwards without Unirac L-foot)
Figure 5: Compressive Eccentric Load (shown without Unirac L-foot)
Sample
Number
L
-
Foot
Rafter
Specific
Gravity
at
Moisture
Test
Rafter
Moisture
Content
[%]
Peak
Load
[lbs]
Deflection
at Peak
Load [in]
Failure Mode
1
None
0.520
12.2
2988
0.8160
Plywood Failure (Wood Failure)
2
None
0.486
12.2
2799
1.4060
Plywood Failure (Wood Failure)
3
None
0.528
11.7
2587
0.9369
Plywood Failure (Wood Failure)
Average
2791
Applied
Load