HomeMy WebLinkAboutEWP Repair Docsæ
Boise Cascade
Building Materials Disfibution
2401 panorama dr
Carbondale co 81623
11 7 lB"
6000
16"
EWP Repoir Form
Job Name:
Job Address
Builder:
Contact:
Depth:
Series:
OCS:
Date:
Phone:
Email:
Supplier
Contact:
7t912019
Live Load:
Dead Load:
40 psf
Floor:
Roof:
Slope:
15 psf
Dimension all bearinq points and damaoed areas
Frank AP
lt2
5' 0"
amagertial flange
mid span.
984 4595
Boise Gascade
Engineered Wood Prod ucts
BCI / AJS Notched Flange Repair Calculator
Job Namc:
Address:
City, St:
Supplier:
Distributor:
Date:
Reference: joist 4
Joist Series
Joist Depth
Flange Width
Flange Depth
Web Thickness
Top or Bottom Flange
Flange Stress Condition
Flange Tension
Live Load
Dead Load
OC Spacing
Span Length
Notch Location
Simple or Multiple SPans
Moment @ Notch (calculated)
Moment @ Notch (entered)
Force @ Notch
Notch in SIDE or from EDGE
Notch DePth: SIDE in
Nolch $tres* C<t*c f actrst
Remaining Flange Area in2
Remaining Flange CaPacitY lb
Force Transfer by Reinforcement lb
No Reinforcement Required for 0.9
Sitle Notch
-ld F-
Edee Notch
BCI 6000 1.8
11.875
2.31
1.125
4.4
Top
Tension
I 800
40
15
16
15
7.50 lf simple spans - calculated by spreadshêet
Simple tf ñultiple apans and/or non-un¡form loads ' moment entered by user
2063
2000
2302
SIDE
0.96
1.5
1.52
2734
0
6 inch deep notch in Top Flange, 7.5 ft from bearing
in
in
in
in
lblin2
psf
psf
in
ft
ft
tb-ft
tb-ft
lb