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  Boise Cascade Engineered Wood Products   Western Engineered Wood Products Specifier Guide  

BCI Design Properties, Assembly & Nail Spacing

   

Western Engineered Wood Products Specifier Guide

Western EWP Specifier Guide - BCI Design Properties, One Hour Assembly & Allowable Nail Spacing

One-Hour Floor/Ceiling Assembly

Fire Assembly Components

FIRE ASSEMBLY COMPONENTS

  1. 3/4" Tongue-and-groove plywood or 23/32" APA rated sheathing (exp. 1 or exterior glue)
  2. BCI Joists at 24" o.c.
  3. Two layers 1/2" Type X Gypsum Board

SOUND ASSEMBLY COMPONENTS
when constructed with resilient channel(s)

  • Add Carpet & Pad to fire assembly: or
  • Add 3 1/2" Glass Fiber ins. to fire assembly: or
  • Add an additional layer of 5/8" T&G OSB and 9 1/2" glass fiber ins. to fire assembly:
Allowable Nail Spacing

Connector
Size
BCI/400
Nailing Perpendicular
to Glue Lines
BCI/450 & BCI/600
Nailing Perpendicular
to Glue Lines
Nailing Parallel
to Glue Lines
O.C. Spacing End of Joist O.C. Spacing End of Joist O.C. Spacing

8d Box

2 1/2"

1 1/2"

2"

1 1/2"

4"

8d Common

3 1/2"

1 1/2"

2"

1 1/2"

6"

10d & 12d Box

3"

1 1/2"

2"

1 1/2"

6"

10d & 12d Common

4 1/2"

3"

3"

2"

6"

16d Sinker

4 1/2"

3"

3"

2"

6"

16d Common

6"

3"

3"

3"

10"

 

BCI Design Properties

Use BC CALC Software for specific design data.

DEPTH
(IN INCHES)
WEIGHT
(lb/ft)
K x 106
(lb)
EI x 106
(lb-in2)
Max End Reaction (lb) Max. Intermediate Reaction (lb) Max.
Moment
(ft-lbs.)
No Web
Stiffeners
With Web
Stiffeners
No Web
Stiffeners
With Web
Stiffeners
9 1/2" BCI 400

1.8

5.10

145

950

1125

2000

2350

2158

11 7/8" BCI 400

2.0

6.34

246

950

1425

2200

2850

2853

14" BCI 400

2.2

7.45

363

1025

1525

2300

3450

3480

9 1/2" BCI 450

2.0

5.16

168

950

1125

2000

2350

2537

11 7/8" BCI 450

2.2

6.41

284

950

1425

2200

2850

3356

14" BCI 450

2.4

7.53

417

1025

1525

2300

3450

4094

16" BCI 450

2.6

8.58

569

1025

1625

2400

3650

4791

11 7/8" BCI 600

2.6

6.52

385

950

1425

2200

2850

4806

14" BCI 600

2.8

7.65

562

1025

1525

2300

3450

5864

16" BCI 600

3.0

8.72

763

1025

1625

2400

3650

6864

18" BCI 600

3.2

9.78

997

N/A

1750

N/A

4350

7897

20" BCI 600

3.4

10.80

1266

N/A

1900

N/A

4500

8870

Equation

End reaction and intermediate reaction values based on bearing lengths of 1 3/4" and 3 1/2" respectively. Please see IBCO report for higher reaction values based on wider bearing lengths.

Reaction and moment values are based on 100% duration of load. Adjustments for various load durations are permitted when applicable by code.

Code Evaluations - ICBO PCF-4665



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