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Robert Liberty Designers 52609 Rainbow Dr. LaPine. Oregon 97739
503.319.4497
BeemChek v2005 licensed to: Robert Liberty Designers Reg # 427 -252
BOXWELL WINDOW /DOOR HEADERS
Prepared by: RL Date; 1/20/06
Sefecfion 14x 4 DF -L #2 Lu = 0.0 Ft
Conditions NDS 2001
Min Bearing Area R1= 1.3 in R2= 1.3 in DL Defl 0.02 in
Data Beam Span 3.0 ft Reaction 1 LL 503 # Reaction 2 LL 503 #
Beam Wt per ft 2.98 # Reaction 1 TL 834 # Reaction 2 TL 834 #
• Bm Wt Included 9 # Maximum V 834 #
Max Moment 625 Max V (Reduced) 672 #
TL Max Defl L / 240 TL Actual Defl L 1712
LL Max Doll L / 360 LL Actual Deft L / >1000
Attributes Section (in Shear (in') TL Defl (in) LL Defl
Actual 7.15 12.25 0.05 0.03
Critical 5.56 5.60 0.15 0.10
Status OK OK OK OK
Ratio 78% 46% 34% 30%
Fb (psi) Fv (psi) E (psi x m11) Fc I (psi)
Values Base Values 900 180 1.6 625
Base Adjusted 1350 180 1.6 625
,4dlusfinents CF Size Factor 1.500
Cd Duration 1.00 1.00
Cr Repetitive 1.00
• Ch Shear Stress N/A
• Cm Wet Use 1.00 1.00 1.00 1.00
CI Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Kbe = 0.0
•
Loads Uniform LL: 335 Uniform TL: 553 = A
•
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Uniform Load A
R1 = 834 R2 = 834
SPAN =3 FT
Uniform and partial uniform loads are lbs per lineal ft.
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