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Design Values
Fb tension 3,000 psi
Fb compression 3,000 psi
Fv horizontal shear 300 psi
MOE 2.1 X 10 6 psi
Design Properties
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Width (in.)
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Depth (in.)
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Weight (lbf./ft.)
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| Maximum Resistive Shear (lbf) |
| 100% |
115% |
125% |
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| Maximum Resistive Moment (ft.-lbf) |
| 100% |
115% |
125% |
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El (106 in.2-lb.)
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| 3½ |
9½ |
8.3 |
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525 |
| 11 7/8 |
10.4 |
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1,026 |
| 14 |
12.3 |
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1,681 |
| 16 |
14.0 |
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2,509 |
| 18 |
15.8 |
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3,572 |
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Width (in.)
|
Depth (in.)
|
Weight (lbf./ft.)
|
| Maximum Resistive Shear (lbf) |
| 100% |
115% |
125% |
|
| Maximum Resistive Moment (ft.-lbf) |
| 100% |
115% |
125% |
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El (106 in.2-lb.)
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| 5 7/16 |
9½ |
12.9 |
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816 |
| 11 7/8 |
16.1 |
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1,593 |
| 14 |
19.0 |
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2,611 |
| 16 |
21.8 |
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3,898 |
| 18 |
24.5 |
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5,550 |
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Width (in.)
|
Depth (in.)
|
Weight (lbf./ft.)
|
| Maximum Resistive Shear (lbf) |
| 100% |
115% |
125% |
|
| Maximum Resistive Moment (ft.-lbf) |
| 100% |
115% |
125% |
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El (106 in.2-lb.)
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| 7 |
9½ |
16.6 |
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1,050 |
| 11 7/8 |
20.8 |
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2,051 |
| 14 |
24.5 |
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3,361 |
| 16 |
28.0 |
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5,018 |
| 18 |
31.5 |
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7,144 |
Notes for BigBeam Design Properties:
(1) Beam weight is assumed to be 36 pcf.
(2) Maximum resistive moment shall be adjusted by the volume factor based on NDS-05
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| BigBeam.pdf - A 4-page acrobat document for standard BigBeam with tables for allowable floor loads (1.00), allowable roof loads (1.15 and 1.25), minimum bearing length, plus design values and design properties. |

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| DeepBigBeam.pdf - A 4-page acrobat document for Deep BigBeam (depths 20" through 30") with tables for allowable floor loads (1.00), allowable roof loads (1.15 and 1.25), minimum bearing length, plus design values and design properties. |
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