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17.
VERTICAL ANALY51S
LOAD TASULAT/ON
SEAN BEAM SEAN 1RI5UTART LENOT 4 F.L.F. FOINT REACTION BEA1-1 912E
LETTER LOCATION (Li ROOF FLOOR WALL LOCATION
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VALUES LOADS DIAGRAMS
G.L.B. = 24F-V4 ITEM L.L. D.L. TOTAL POINT LOAD UNIFORM LOAD
laX : DF #2 cam. ROOT~ 25 I5 40 POINT
4k' = DF *2 TIL., ROOF 25 25 50 L TION !'LF.
F'ARALLAM= 2.(d F.3.L. 6A FLOOR 40OOR 50 00
WALLS X HGT. 0 /0 10 X HGT.
DECK 40 20 i,>(01-IG
0 ([ J <LJ
AARs N 60 V 40 t R '
F3 ALO r LI l5 73
BeamChek v2016 licensed to:zed design Reg#7756-68222
...... .
KAUFMAN REM. MEDIA
A Date:8/22/19
Selection 1 4x 6 OF-1.#2 Lu=0.0 Ft
Conditions NDS 2012
Min Bearing Area R1= 1.1 ire R2= 1.1 in2 (1.5) DL Defl= 0.30 in
Data Beam Span 8.0 ft
Beam Wt per ft 4.68# Reaction 1 TL 679# Reaction 2 TL 679#
Bm Wt Included 37# Maximum V 679#
Max Moment 1357'# Max V(Reduced) 601 #
Ti_Max Dell L/240 IL Actual Deft LI 318
Attributes Section(in') Shear(in2) IL Deft(in)
Actual i 17.65 19.25 0.30
Critical 13.92 5.01 0.40
Status OK OK OK
Ratio 79% 26% 75%
Fb(psi) Fv(psi) E(psi x mil) Fc±(psi)
Values j Reference Values 900 180 1.6 625
Adjusted Values 1170 180 1.6 625
Adjustments CF Size Factor 1.300
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
Cl Stability 1.0000 Rb=0.00 Le=0.00 Ft
Loads Uniform IL: 165 =A
•
i Uniform Load A ;
1
Z . ./ .
R1 =679 R2=679
SPAN=8 FT
Uniform and partial uniform loads are lbs per lineal ft.
--- __ BeanChekx2O16 licensed torzed dm�pY R�Q#
REM.KAUFK0AN - ---- ---'
MEDIA
�
Date:8/22/19
Selection ] 6x 8 DF-L#2 Lu=0.0 Ft
Conditions NDS 2012
Mm Bearing Area R1= 1.7 in2 R2= 1.7 in2 (1.5) DL Deft= 0.49 in
Data Beam Span 12.0 ft
Beam Wt perft 10.02# Reaction 1 IL 1050# Reaction 2 IL 1050#
Bm Wt Included 120# Maximum V 1050#
Max
Moment 3150 It Max V(Reduced) 941 #
TLMax Dell L/240 TL Actual Dell L/296
Attributes Section(ins) Shear(in2) TL Defl (in)
Actual 51.56 41.25 0,49
Critical | 50.41 8.30 0.60
Status OK OK OK
Ratio 98% 20% 81%
Fb(psFv(psi) 2 (psi xmil) Fol.(psi)
Values Reference Values 750 170 1.3 625
Adjusted Values 750 170 1.3 625
Adiuobnmnb CF Size Factor 1.000
Cd Duration 1Q0 100
Cr Repetitive 1.00
Ch Shear Stress N/A
Cm Wet Use 1D0 1 0 1.00 1.00
CI Stability 1.0000 Rh=O.0O Le=8.0OFt
Loads Uniform TL: 165 =A
~ `
- - �
Uniform Load A _ ^
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R1 =1050 R2= 1050
SPAN = 12 FT
Uniform and partial uniform loads are lbs per hneal ft
_____
__ ___ _ __ Beamhek v2016 licensed to:zed design Reg#775b-68222 - - ----
KAUFMAN REM. DECK BEAM
C Date:8/22/ S
Selection PT 6x 10 DF-L#2 Lu=O]}Ft
Conditions NDS 2012,WeUse, Incised
Mm Beanng Area B1=3/6in2R2=3.5in2 (2.U)DLDeft= U.14in
Data Beam Span 8.0 ft
Beam NMper ft 127# Reaction 1 TL 1491 # Reaction 2TL 1491 #
BmWtIncluded 1U2# Maximum 1491 #
Max Moment 2982'# Max V(Reduced) 1196#
TL Max Defi L/3GO TL Actual Defl L/O79
Attributes Section(in3) Shear(in2) TLDefi(in)
ActualO273 52.25 0.14 '
Critical 51.11 13.19 0.27
Status I OK OK OK
Ratio 62% 25% �0�
\
Fb Fv(psi) E (psi xmil) Fol.(psi)
Values Reference Values 875 170 1,3 625
Adjusted Values 700 136 1-2 419
Adiushnonku CF Size Factor 1.000
Cd Duration 1.00 1,00
Cr Repetitive 1.00
Ch Shear Stress N/A
Cm Wet+Ci Incised 0.80 0.80 0.95 0.67
Cl Stability 1 0000 Rb=U.Og Le=O.00Ft
Loads Uniform IL360 =A
- .
Uniform Load A � � - �
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R1 = 1491 H2=1491
SPAN=8 FT
Uniform and partial uniform loads are lbs per lineal ft.
BearnChek v2016 licensed to..zed design Reg#7756-68222
KAUFMAN REM. GARAGE DR. HDR.
D Date:8/22/19
Selection 4x 12 DF-L#2 Lu=0.0 Ft
Conditions NDS 2012
Min Bearing Area R1=2.4 in2 R2=2.4 in2 (1.5)DL Deft= 0.26 in
Data Beam Span 12.0 ft
Beam Wt per ft 9.57# Reaction 1 IL 1497# Reaction 2 TL 1497#
Bm Wt Included 115# Maximum V 1497#
Max Moment 4492 W Max V(Reduced) 1263
TL Max Defl L 1240 IL Actual Dell L 1549
Attributes Section(in3) Shear(in2) TL Defl(in)
Actual 73,83 39.38 0.26
Critical 54.45 10.53 0.60
Status a OK OK OK
Ratio 1 74% 27% 44%
Fb(psi) Fv(psi) E(psi x mil) Fc 1 (psi)
Values Reference Values 900 180 1.6 625
Adjusted Values 990 180 1,6 625
Adjustments CF Size Factor 1.100
Cd Duration 1.00 1.00
CrRepetitive 1.00
Ch Shear Stress N/A
Cm Wet Use 1.00 1.00 1.00 1.00
Cl Stability 1,0000 Rb=0.00 Le=0.00 Ft
Loads Uniform TL; 240 =A
Uniform Load A
R1 = 1497 R2=1497
SPAN=12 FT
Uniform and partial uniform loads are lbs per lineal ft.
- - _ Beam Chek v2016 licensed to:zed design Reg - --
KAUFK0AN RBA GARAGE LOFT --- --
E
Date:8422/19
Selection 1O-314x15 GLB 24F-V4 DF/DF Lu=0.0 Ft
Conditions NDS 2012
Min Bearing Area R1=6.5 in2 m2=6.5hn2 (1.5)DL Deft= 0.64 in Recom Camber=0.96 in
Data
Beam Span 23.0�
Beam Wt per ft 39.18# Reaction 1 IL 4246# Reaction 2 TL 4246#
Bm Wt Included 901 # Maximum V 4246#
Max Moment 24412# Max V(Reduced) 3784#
IL Max Defi L/8OO IL Actual Deft L/431
Attributes Section OW) Shear(in2) TLDeft(in)
Actual 403.13 161.25 0.64
Critical / 135.64 23.65 0.77
Status ' OK OK OK
Ratio 34% 15% 83%
- _
Fb(psi) Fx(poi) E(psi x Fol(psi)
Values Reference Values 2400 240 1.8 850
Adjusted Values 2100 240 1.8 650
Adjustments Cv Volume 0.900
Cd Duration 1.00 1.00
Cr Repetitive 1.00
Ch Shear Stress N/A
Cm Wet Use 1.00 1 08 1.00 1.00
CI Stability 1.0000 Rb=0.00 Le=0.00 Ft
Loads Uniform TL: 330 =A
-
Uniform Load A °� {
i |'
/~\
F0 =4246 R2 =4246
SPAN =23FT
Uniform and partial uniform loads are lbs per lineal ft
BearnChek v2016 licensed to:zed design Reg#7756-68222
•
KAUFMAN REM. GARAGE WIN HDR
F Date:8122119
Selection 1 4x 8 DF-L#2 Lu=0,0 Ft
Conditions NDS 2012
Min Bearing Area R1=2.3 in2 R2=2.3 in2 (1.5) DL Defl= 0.07 in
Data Beam Span 5.0 ft
Beam Wt per ft 6.17# Reaction 1 IL 1440# Reaction 2 IL 1440#
Bm Wt Included 31 # Maximum V 1440 4
Max Moment 1801 '4# Max V(Reduced) 1092#
TL Max Dell L/240 TL Actual Dell L/879
Attributes Section (in3) Shear(in2) IL Deft(in)
Actual 30.66 25.38 0.07
Critical 18,47 9.10 0.25
Status OK OK OK
Ratio , 60% 36% 27%
—
Fb(psi) Fv(psi) E(psi x rnil) Fci(psi)
Values I Reference Values 900 180 1.6 625
Adjusted Values 1170 180 1.6 625
Adjustments CF Size Factor 1.300
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
Cl Stability 1.0000 Rb=0.00 Le=0.00 Ft i
Loads Uniform IL: 570 =A
Uniform Load A
R1 = 1440 R2= 1440
SPAN= 5 FT
Uniform and partial uniform loads are lbs per lineal ft.
BeamChek v2016 licensed to:zed design Reg#7756-68222
KAUFMAN REM. GARAGE LOFT ROOF
G Date:8/22/19
Selection 10-314x 13-1/2 GLB 24F-V4 DF/DF Lu=0.0 Ft
Conditions NDS 2012
Min Bearing Area R1=9.1 in2 R2=9,1 in2 (1.5)DL Defl= 122 in Recom Camber= 1.84 in
Data 1 Beam Span 23.0 ft
Beam Wt per ft 35.27# Reaction 1 IL 5926# Reaction 2 TL 5926#
Bm Wt Included 811 # Maximum V 5926#
Max Moment 34072'# Max V(Reduced) 5346#
IL Max Defl L/180 TL Actual Deft L/225
Attributes Section(in3) Shear(in2) TL Defi (in)
Actual 326.53 145.13 122
Critical 187.33 33.41 1.53
Status OK OK OK I
Ratio , 57% 23% 80%
_I
Fb(psi) Fv(psi) E(psi x mil) Fel(psi)
Values Reference Values 2400 240 1.8 650 I
Adjusted Values 2183 240 1.8 650
Adjustments Cv Volume 0.909
1 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
Cl Stability 1.0000 Rb=0.00 Le-------0.00 Ft
i
Loads Uniform TL: 480 =A
Uniform Load A
RI =5926 R2=5926
SPAN=23 FT
Uniform and partial uniform loads are lbs per lineal ft.
'
. ~~~''~..`.*,.~ ^ = �"�° ^`�� '�"-°"
licensed" ^ ""
� ' 222
KAUFMAN REM. MEDIA
H Date:8/22/ 9
Selection 6-314x Lu=U-VF1 Lu 2.0
@OH~ R
Conditions NDS 2012,Overhang
Min Bearing Area R1=7.1 in2 R2=9'6ir2 (1.5)DLDe8= 0.38 in.
Beam Span 13_0 ft `
Beam WI per ft 19.68# Reaction 1 IL 4599# Reaction 2 IL 6271 #
BmWt included 295# Maximum V 4822# Overhang Length 2.0 ft i
Max Moment 145D8'# Max V(Reduced) 4097# Total Beam Lengt15.0 ft
TL Max Dell L/240 TLActual Del L/415 OH TL Actual Dell L/252
Attributes Section (in3) Gheor(in2) TL0efl(in) OH TL Dell
Actual | 162.00 81.00 0.38 -0.18
Critical `| 73,00 25.61 0.65 8_20
Status OK OK OK OK
Ratio 459& 32% 58% 95�,
� ���
Fb(psi) Fv(psi) E(psi xmil) Fcl(ps0
Values Reference Values 2400 240 1.8 650
Adjusted Values 2398 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 WeUse 1.00 1,00 1.00 1.00
Cl Stability 1.0000 'Rb=0.O0 Le=U,0JFt
| C1Stability @OH 0.9691 Rb=2.Q0 Le=266 Ft
Loads Uniform IL: 705 =A (Uniform Ld on
Par Unit TL StartEnd [
K=7D5 (OH) 0 2.0
- -
Uniform Load A K
.
|
/^\
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R1 =4590 R2~8271
EACKGPAN= 13FT OH=2FT
Uniform and partial uniform loads are lbs per lineal ft. Overhanging load distances are from R2.
.
^ _ Baamcne*v2n/60m�xeddzzed dam�n Reg ---
nAuFM*N! REM. MEDIA
J Date:8/22/19
Selection 5-118x 12 GLB24F'V4DFYDF Lu =0.0 Ft
Conditions NDS 2012
Mm Bearing Area R1=7.2 in2 R2=7.2 in2 (1.5) DL Deft= 0.52 in Recom Camber=0.78 in
Data Beam Span 13.0 ft
Beam Wt per ft 14.94# Reaction I IL 4680# Reaction 2 TL 4680#
Bm Wt Included 194# Maximum V 4680#
Max Moment 15209'It Max V(Reduced) 3960#
IL Max DefI L/24O TL Actual Defi L/2Q9
Attributes Section(in3) Shear(in2) TLDofl(in)
Actual ^ 123.00 61.50 0.52
Critical 76.04 24.75 0x65
Status OK OK OK ,
Ratio ' 62% 40% 80%
- _
Fb(psi) Fv(psi) E(psi xmil) (psi)
Values Reference Values 2400 240 1.8 850
Adjusted Values 2400 240 1.8 650
Adiustments 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=0l0 Le=0INFt
�l�j� Uniform IL: 705 =A - --
Uniform Load 4 1
1
/_\ /\
fl1 =4888 R2=4880
SPAN = 13 FT
Uniform and partial uniform loads are lbs per lineal ft
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