REVIEWED BLD-Beam #6BeamChek v2019 licensed to: Nash and Associates Reg # 6464-622
MAIN FLOOR PLAN
COVERED PATIO Date: 5/07/21
Selection 5-1/8x 15 GLB 24F-V4 DF/DF Lu = 0.0 Ft
Conditions
NDS 2015
Min Bearing Area R1= 5.2 inZ R2= 5.2 in (1.5) DL Defl= 0.14 in Recom Camber= 0.22 in
Data
Beam Span 16.0 ft Reaction 1 LL 2000 # Reaction 2 LL 2000 #
Beam Wt per ft 18.68 # Reaction 1 TL 3349 # Reaction 2 TL 3349 #
Bm Wt Included 299 # Maximum V 3349 #
Max Moment 13398 '# Max V (Reduced) 2826 #
TL Max Defl L / 240 TL Actual Defl L / 673
LL Max Defl L / 360 LL Actual Defl L / >1000
Attributes
Section in
Actual
192.19
Critical
66.99
Status
OK
Ratio
35%
Values Reference Values
Adiusted Values
Adiustments Cv Volume
Cd Duration
Cr Repetitive
Ch Shear Stress
Cm Wet Use
Cl Stability
Loads
Shear ins
TL Defl in
LL Defl
76.88
0.29
0.14
17.66
0.80
0.53
OK
OK
OK
23%
36%
27%
Fb si
Fv(psi)
E(psi x mil
Fc I(psi)
2400
240
1.8
650
2400
240
1.8
650
1.000
1.00
1.00
1.00
N/A
1.00
1.00
1.00
1.00
1.0000
Rb = 0.00
Le = 0.00 Ft
Uniform LL: 250 Uniform TL: 400 = A
Uniform Load A
Z
R1 = 3349 R2 = 3349
SPAN =16FT
Uniform and partial uniform loads are Ibs per lineal ft.
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