Report (2) /45f�fdr W/?/
5 2_9/ S4) AiaiA
BeamChek v2013 licensed to:Cad Northwest Reg#5234-65453
G1633A Garage Plan Roof Beam
BO1A Date: 10/09/14
Selection 5-1/8x 21 GLB 24F-V4 DF/DF Lu=0.0 Ft
Conditions NDS 2012
Min Bearing Area R1=8.8 in2 R2=8.8 in2 (1.5)DL Defl= 0.60 in Recom Camber=0.89 in
Data Beam Span 33.0 ft Reaction 1 LL 3960# Reaction 2 LL 3960#
Beam Wt per ft 26.15# Reaction 1 TL 5712# Reaction 2 TL 5712#
Bm Wt Included 863# Maximum V 5712#
Max Moment 47120'# Max V(Reduced) 5106#
TL Max Defl L/240 TL Actual Defl L/265
LL Max Defl L/360 LL Actual Defl L/441
Attributes Section(in3) Shear(in2) TL Defl(in) LL Defl
Actual 376.69 107.63 1.49 0.90
Critical 260.68 31.91 1.65 1.10
Status OK OK OK OK
Ratio 69% 30% 91% 82%
Fb(psi) Fv(psi) E(psi x mil) Fol.(psi)
Values Reference Values 2400 240 1.8 650
Adjusted Values 2169 240 1.8 650
Adjustments Cv Volume 0.904
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
Loads Uniform LL:240 Uniform TL: 320 =A
RECEIVED
OCT 92014
CITY OFTIGARD
DUILDING DIVISION
Uniform Load A
R1 =5712 R2=5712
SPAN=33 FT
Uniform and partial uniform loads are lbs per lineal ft.