Plans �.. 1 1 i 5.1 Pa ct- tu'y e,Gt� o2J 8'- 3
,:
RECEIVED
I ' Corporate Plaza Roof Rafter
1 R #1 Date: 1/23/08FEB BEilik 2.2
Choice 2x 8 DF-L #2 @ 16 in. oc BASE Fb = 87¢ ',Ty or /P
Conditions Repetitive Use, DL adj: 4:12 pitch, '91 NDS (� lam'
Min Bearing Area R1= 0.7 in R2= 0.5 in DL Defl 0.11 in
BU
Data ����5� ®�
Data Beam Span 11.0 ft Reaction 1 459 # Reaction 1 LL 281 #
Beam Wt per ft 0 # Reaction 2 330 # Reaction 2 LL 202 #
Beam Weight 0 # Maximum V 459 #
Max Moment 998'# Max V (Reduced) 394 #
TL Max Defl L / 240 TL Actual Defl L / 454
LL Max Defl L / 360 LL Actual Defl L / 741
Attributes Section (in Shear (in TL Dell (in) LL Defl
Actual 13.14 10.88 0.29 0.18
Critical 8.62 5.41 0.55 0.37
Status OK OK OK OK
Ratio 66% 50% 53% 49%
Fb (psi) Fv (psi) E (psi x mil) Fcl (psi)
Values Base Values 875 95 1.6 625
Base Adjusted 1389 109 1.6 625
Adjustments CF Size Factor 1.200 -
Cd Duration 1.15 1.15
Cr Repetitive 1.15
Ch Shear Stress
Cm Wet Use
The beam self - weight was not automatically added to the loads by BeamChek.
Loads Uniform TL: 54 =_A Uniform LL: 33
I Par Unif LL Par Unif TL Start End
33 H =54 0 3.5
I H
I Uniform Load A
R1 = 459 R2 = 330
I. SPAN = 11 FT
Uniform and partial uniform loads are lbs per lineal ft.
S o S TO
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