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Loads (NBC 2010)
Snow Loads
Roof Snow Load
Snow Drift Load (Step) - (Fig G-5)
Snow Drift Load (Obstruction) - (Fig G-8)
Wind
Fig I-7
Fig I-8
Fig I-23
Seismic
building
component
Loads (NBC 2005)
Snow Loads
Roof Snow Load
Snow Drift Load (Step) - (Fig G-5)
Snow Drift Load (Obstruction) - (Fig G-8)
Wind
Fig I-7
Fig I-8
Fig I-23
Seismic
building
component
Structural Materials
Steel
Section
Column - Axial Resistance
Web Cripping / Web Stiffener
Timber
Section strength
Bolted Connection
Lag Screw Withdrawal
Concrete
Bending
Shear
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Steel
Section
Column - Axial Resistance
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Timber Lag Screw Connection - Withdrawal Resistance
version 0.3
Project:
Designer:
Main Member
Material:
D.Fir-L
Hem-Fir
S-P-F
Northern
Wood:
Seasoned
Unseasoned
Treatment:
Untreated
Preservative-treated, unincised
Preservative-treated, incised
Fire-retardant-treated
Lag screw into endgrain:
Lag Screws
Lag screw diameter:
1/4"
5/16"
3/8"
7/16"
1/2"
5/8"
3/4"
7/8"
1"
Quantity
screws
Lag screw length:
mm
Penetration into main member:
mm
Conditions
Service:
Dry
Wet
Load Duration:
Short
Standard
Permanent
waiting for input...