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This is wood Frame construction.
Building construction 5N
Occupancy group F
0 Door headers are 4 "x8" and less
(% than 6' long
4 Connection - to overhead beam are
1/4" lag bolts spaced 24" or less
0 Connections to floor are 1/2"
bolts spaced 3' or less
� 1/2" drywall attached with 1 - 5/8"
drywall screws spaced 12" on the
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vertically and 16" intermediately (on
" studs)
Studs space 16" on center.
All nailing is 16d.
2 end nailed header to stud
2 end nailed floor plate to stud
Double Floor plate every 16"
Double - top plate every 16"
Double studs every 24"
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Multi- Loaded Beam( 2003 International Residential Code (01 NDS) ] Ver: 7.01.10
By: on: 01 -30 -2007 : 3:17:08 PM
Protect: - Location:
Summary:
• 3.5 IN x 7.25 IN x 6.0 FT / #2 - Douglas- Fir -Larch - Dry Use
Section Adequate By: 8757.1% Controlling Factor: Section Modulus / Depth Required 1.16 In
_ Center Span Deflections:
• Dead Load: DLD- Center= 0.00 IN
Live Load: LLD - Center= 0.00 IN = L/219586
Total Load: TLD- Center= 0.00 IN = L/58552
Center Span Left End Reactions (Support A):
Live Load: LL- Rxn -A= 6 LB
Dead Load: DL- Rxn -A= 17 LB
Total Load: TL- Rxn -A= 23 LB
Bearing Length Required (Beam only, support capacity not checked): BL -A= 0.01 IN
Center Span Right End Reactions (Support B):
Live Load: LL- Rxn -B= 6 LB
Dead Load: DL- Rxn -B= 17 LB
Total Load: TL- Rxn -B= 23 LB
Bearing Length Required (Beam only, support capacity not checked): BL -B= 0.01 IN
Beam Data:
Center Span Length: L2= 6.0 FT
Center Span Unbraced Length -Top of Beam: Lug -Top= 0.0 FT
Center Span Unbraced Length -Bottom of Beam: Lu2- Bottom= 6.0 FT
Live Load Duration Factor: Cd= 1.00
Live Load Deflect. Criteria: L/ 360
Total Load Deflect. Criteria: L/ 240
Center Span Loading:
Uniform Load:
Live Load: wL -2= 2 PLF
Dead Load: wD -2= 0 PLF
Beam Self Weight: BSW= 6 PLF
Total Load: wT -2= 8 PLF
Properties For: #2- Douglas- Fir -Larch
Bending Stress: Fb= 900 PSI
Shear Stress: Fv= 180 PSI
Modulus of Elasticity: E= 1600000 PSI
Stress Perpendicular to Grain: Fc_perp= 625 PSI
Adjusted Properties
Fb' (Tension): Fb'= 1170 PSI
Adjustment Factors: Cd =1.00 CF =1.30
• Fv': Fv'= 180 PSI
• Adjustment Factors: Cd =1.00
Design Requirements:
Controlling Moment: M= 34 FT -LB
3.0 Ft from left support of span 2 (Center Span)
Critical moment created by combining all dead loads and live loads on span(s) 2
Controlling Shear: V= 18 LB
At a distance d from left support of span 2 (Center Span)
Critical shear created by combining all dead loads and live loads on span(s) 2
Comparisons With Required Sections:
Section Modulus (Moment): Sreq= 0.35 N3
S= 30.66 N3
Area (Shear): Areq= 0.15 N2
A= 25.38 N2
Moment of Inertia (Deflection): Ireq= 0.46 N4
I= 111.15 N4
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