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BeamChek v2018 licensed to:Cad Northwest Reg#5234-65453
Lebrun Remodel Ceiling Beam
B02 Date:6/28/19
Selection 4x 10 DF-L#2 Lu =0.0 Ft
Conditions NDS 2015
Min Bearing Area R1=2.8 in2 R2=2.8 in2 (1.5) DL Defl= 0.09 in
Data Beam Span 10.0 ft Reaction 1 LL 1255# Reaction 2 LL 1255#
Beam Wt per ft 7.87# Reaction 1 TL 1729# Reaction 2 TL 1729#
Bm Wt Included 79# Maximum V 1729#
Max Moment 4323'# Max V(Reduced) 1463#
TL Max Defl L/240 TL Actual Defl L/502
LL Max Defl L/360 LL Actual Defl L/786
Attributes Section (in3) Shear(in2) TL Defl (in) LL Defl
Actual 49.91 32.38 0.24 0.15
Critical 48.04 12.19 0.50 0.33
Status OK OK OK OK
Ratio 96% 38% 48% 46%
Fb (psi) Fv(psi) E (psi x mil) Fc!(psi)
Values Reference Values 900 180 1.6 625
Adjusted Values 1080 180 1.6 625
Adjustments CF Size Factor 1.200
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:251 Uniform TL: 338 =A
Uniform Load A
R1 = 1729 R2= 1729
SPAN= 10 FT
Uniform and partial uniform loads are lbs per lineal ft.