Specifications r 025771 z3- cco
RECEIVED
MAR 1 6 2023
BeamChek v2021 licensed to: The WhiteHouse Collection, LLC Reg#6181-65954
14301 SW BENCHVIEW TERRACE HEADER#1 CITY OF I IUARD
Date: 3/06/23 BUILDING DIVISION
Selection 5-1/8x 12 GLB 24F-V4 DF/DF Lu =0.0 Ft
Conditions NDS 2018
Min Bearing Area R1=8.4 in2 R2=8.4 in2 (1.5) DL Defl= 0.06 in Recom Camber=0.08 in
Data Beam Span 8.0 ft Reaction 1 LL 3352# Reaction 2 LL 3352#
Beam Wt per ft 14.94# Reaction 1 TL 5456# Reaction 2 TL 5456#
Bm Wt Included 120# Maximum V 5456#
Max Moment 10912'# Max V(Reduced) 4092#
TL Max Defl L/240 TL Actual Defl L/823
LL Max Defl L/480 LL Actual Defl L/>1000
Attributes Section (in') Shear(in2) TL Defl (in) LL Defl
Actual 123.00 61.50 0.12 0.06
Critical 54.56 25.57 0.40 0.20
Status OK OK OK OK
Ratio 44% 42% 29% 30%
Fb(psi) Fv(psi) E (psi x mil) Fc L (psi)
Values Reference Values 2400 240 1.8 650
Adjusted Values 2400 240 1.8 650
Adjustments Cv Volume 1.000
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: 360 Uniform TL: 540 =A
Par Unif LL Par Unif TL Start End
H =85 0 8.0
179 I =270 0 8.0
299 J =454 0 8.0
OFFICE C°pY
J
I
H
Uniform Load A
R1 ==5456 R2 ==5456
SPAN =8 FT
Uniform and partial uniform loads are lbs per lineal ft.
BeamChek v2021 licensed to: The WhiteHouse Collection, LLC Reg#6181-65954
14301 SW BENCHVIEW TERRACE HEADER#2
Date: 3/06/23
Selection 3-1/8x 12 GLB 24F-V4 DF/DF Lu =0.0 Ft
Conditions NDS 2018
Min Bearing Area R1=7.2 inz R2=7.2 in2 (1.5) DL Defl= 0.08 in Recom Camber=0.12 in
Data Beam Span 8.0 ft Reaction 1 LL 2868# Reaction 2 LL 2868#
Beam Wt per ft 9.11 # Reaction 1 TL 4712# Reaction 2 TL 4712#
Bm Wt Included 73# Maximum V 4712#
Max Moment 9425'# Max V(Reduced) 3534#
TL Max Dell L/240 TL Actual Defl L/578
LL Max Defl L/480 LL Actual Defl L/>1000
Attributes Section (in') Shear(in2) TL Defl(in) LL Defl
Actual 75.00 37.50 0.17 0.08
Critical 47.12 22.09 0.40 0.20
Status OK OK OK OK
Ratio 63% 59% 42% 42%
Fb (psi) Fv(psi) E(psi x mil) Fc 1 (psi)
Values Reference Values 2400 240 1.8 650
Adjusted Values 2400 240 1.8 650
Adjustments Cv Volume 1.000
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: 280 Uniform TL: 420 =A
Par Unif LL Par Unif TL Start End
H =85 0 8.0
138 I =210 0 8.0
299 J =454 0 8.0
OFFICE COPY
J
H
Uniform Load A
R1 =4712 R2 =4712
SPAN =8FT
Uniform and partial uniform loads are lbs per lineal ft.