23C-055 BCCALCProject_14 hole in beamFloor Beam\FB01Triple 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Floor Beam\FB01Triple 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP
Dry | 2 spans | No cantilevers | 0/12 slope BC CALC® Design Report Wednesday, March 04, 2015
Build 3272 File Name: BC CALC Project
Job Name: Ledderman Description: Designs\FB01
Address: 82 Willow St Specifier: Doug H
City, State, Zip: Florence, MA Designer: John Michalski
Customer: RK MILES Company: Boise Cascade
Code reports: ESR-1040 Misc:
1 3 5
2 4
6
7
12
10-07-00 13-11-08B0B1 B2
Total Horizontal Product Length = 24-06-08
Reaction Summary (Down / Uplift)( lbs )
Bearing Live Dead Snow Wind Roof Live
B0, 3-1/2"323 / 01,116 / 387
B1, 3-1/2"1,372 / 03,970 / 0
B2 637 / 02,029 / 95
Live Dead Snow WindRoof Live Trib.
TagDescription Load Type Ref.Start End 100%90%115%160%125%
Load Summary
1 Unf. Lin. (lb/ft)L 00-00-00 12-01-10102 n/a10234
2 Unf. Lin. (lb/ft)L 00-00-00 12-01-10128 n/a12843
3 Unf. Lin. (lb/ft)L 12-01-10 21-05-10102 n/a10217
4 Unf. Lin. (lb/ft)L 12-01-10 24-06-08159 n/a15943
5 Unf. Lin. (lb/ft)L 21-05-10 24-06-08137 n/a13734
6 Conc. Pt. (lbs)L 21-05-10 21-05-10248 n/a248123
7 Conc. Pt. (lbs)L 21-05-10 21-05-10248 n/a248123
Controls Summary Value % AllowableDuration Case Location
Pos. Moment 6,889 ft-lbs 32.9%100%3 19-03-06
Neg. Moment -7,105 ft-lbs 33.9%100%1 10-07-00
End Shear 2,292 lbs 24.2%100%3 11-06-04
Cont. Shear 2,690 lbs 28.4%100%1 11-06-04
Uplift -65 lbs n/a 100%3 00-00-00
Hole Shear Moment 1,225 lbs 49.1%100%3 22-04-08Total Load Defl.L/600 (0.277")40%n/a 3 18-03-02Live Load Defl.L/752 (0.221")47.9%n/a 8 18-01-06Total Neg. Defl.L/999 (-0.062")n/a n/a 3 06-06-13Max Defl.0.277"27.7%n/a 3 18-03-02Span / Depth 17.5 n/a n/a 0 00-00-00
Hole Location Valid
Center Elevation Ref.Width Height Shape OrientationHole Summary
H01 02-02-00 4.75"R 2-1/2"Circular HorizontalPrescriptive(2)10-03-00 4.75"R 2"Circular Horizontal
% Allow % Allow
Dim. (L x W)Value Support Member MaterialBearing Supports
B0 Wall/Plate 3-1/2" x 5-1/4"65 lbs n/a 10.4%UnspecifiedB1Wall/Plate 3-1/2" x 5-1/4"5,342 lbs n/a 38.8%UnspecifiedB2Hanger2" x 5-1/4"2,666 lbs n/a 33.9%Hanger
Cautions
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Floor Beam\FB01Triple 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Floor Beam\FB01Triple 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP
Dry | 2 spans | No cantilevers | 0/12 slope BC CALC® Design Report Wednesday, March 04, 2015
Build 3272 File Name: BC CALC Project
Job Name: Ledderman Description: Designs\FB01
Address: 82 Willow St Specifier: Doug H
City, State, Zip: Florence, MA Designer: John Michalski
Customer: RK MILES Company: Boise Cascade
Code reports: ESR-1040 Misc:
Uplift of -65 lbs found at span 1 - Left.
Design meets Code minimum (L/240) Total load deflection criteria.
Design meets Code minimum (L/360) Live load deflection criteria.
Design meets arbitrary (1") Maximum total load deflection criteria.
Calculations assume Member is Fully Braced.
Design based on Dry Service Condition.
Design assumes all holes have been placed in the center 1/3 of the span.Deflections less than 1/8" were ignored in the results.
Connection Diagram
e
d
c
a
b
a minimum = 2"c = 4-1/2"
b minimum = 3"d = 24"
e minimum = 3"
Connection design assumes point load is top-loaded. For connection design of side-loaded
point loads, please consult a technical representative or professional of Record.Nailing schedule applies to both sides of the member.Member has no side loads.Connectors are: 16d Sinker Nails
Disclosure
Completeness and accuracy of input must
be verified by anyone who would rely on output as evidence of suitability for particular application. Output here based
on building code-accepted design properties and analysis methods. Installation of BOISE engineered wood
products must be in accordance with current Installation Guide and applicable
building codes. To obtain Installation Guide
or ask questions, please call (800)232-0788 before installation.\n\nBC
CALC®, BC FRAMER® , AJS™, ALLJOIST® , BC RIM BOARD™, BCI® , BOISE GLULAM™, SIMPLE FRAMING
SYSTEM® , VERSA-LAM®, VERSA-RIM PLUS® , VERSA-RIM®, VERSA-STRAND®, VERSA-STUD® are
trademarks of Boise Cascade Wood Products L.L.C.
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