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• Portland, Oregon 97219 • • CALCULA t rh'L) BY "I 1 • • DATE
Ph: (503) 892 -9700 • CHECKED BY. _ DATE
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` Rev. 550700 General Timti� r • Nn::: • :: .
Description 4x4 paralles to TJI "' •
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General Information Calculations aradasi4n41 lb 1psz NpS and 1997 UBC Requirements II
• Section Name 4x4 Center Span • • • • 900 I! • • ku ..' 6.00 ft
Beam Width 3.500 in Left Cantilever • ft Lu 0.00 ft
. Beam Depth 3.500 in Right Cantilever ft . Lu 0.00 ft
Member Type Sawn Douglas Fir - Larch, No.2
Fb Base Allow 875.0 psi
Load Our. Factor 1.000 Fv Allow 85.0 psi
Beam End Fixity Pin -Pin Fc Allow 625.0 psi
E 1,300.0 Isi
[Point Loads M
Dead Load 250.0 lbs 200.0 lbs lbs lbs lbs lbs lbs
Live Load lbs lbs lbs lbs lbs lbs lbs
...distance 2.000 ft 4.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft
Summary
1- Beam Design OK
Span= 6.00ft, Beam Width = 3.500in x Depth = 3.5in, Ends are Pin -Pin
Max Stress Ratio 0 : 1
Maximum Moment 0.5 k -ft Maximum Shear * 1.5 0.4 k
Allowable 0.8 k -ft Allowable 1.0 k
Max Positive Moment 0.47 k -ft at 2.016 ft Shear: a Left 0.23 k
Max Negative Moment 0.00k-ft at 0.000 ft @ Right 0.22 k
Max a Left Support 0.00 k ft Camber. a Left 0.000 In
Max a Right Support 0.00 k -ft a Center 0.275 in
Max M allow 0.78 Reactions... a Right 0.000 In
fb 783.23 psi fv 28.57 psi Left DL 023 k Max 0.23 k
Fb 1,312.50 psi Fv 85.00 psi Right DL 0.22 k Max 0.22 k
Deflections
Center Span ... 12mLL TotalJoad Left Cantilever... peed Load Total Load
Deflection -0.183 In -0.183 in Deflection 0.000 in 0.000 in
...Location 2.976 ft 2.976 ft ...Length/Deft 0.0 0.0
... Length /Deft 392.6 392.64 Right Cantilever...
Camber ( using 1.6' D.L Defl) ... Deflection 0.000 In 0.000 in
a Center 0.275 in ...Length/Defl 0.0 0.0
a Left 0.000 in
a Right 0.000 in
Stress Calcs
Bending Analysis
Ck 31.260 Le 11.036 ft Sxx 7.146 in3 Area 12.250 in2
• Cf 1.500 Rb 6.152 CI 0.000
Max Moment Svc Redd Allowable fb
Center 0.47 k -ft i 4.26 in3 1,312.50 psi
r @ Left Support 0.00 k -ft 0.00 Ina 1,312.50 psi
a Right Support 0.00 k -ft 0.00 in3 1,312.50 psi
Shear Analysis @ Left Support a Right Support
• Design Shear 0.35 k 0.33 k
Area Required 4.118 in2 3.824 In2
Fv: Allowable 85.00 psi 85.00 psi
Bearing c Supports
Max Left Reaction 0.23 k Bearing Length Req'd 0.107 in
Max Right Reaction 0.22 k Bearing Length Redd 0.099 in
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Ph: (503) 892 -9700 • GHECKED BY •. _ DATE
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