Plans (6) Sherman Engineering, INC.
1410 NW Kearney St. #517 Portland OR, 97209
Beam lrek v2005 licensed to:5herrnan Engineering INC. Rey#5234-65428
Cedar Ridge Breezeway
RBI Prepared by: ZTJ Date: 8/03/06
5elecbon [4x 6 DF-L#2 Lu = 0.0 Ft
Conditions NIPS 2001
Min Bearing Area RI= I .0 m2R2= I .0 in2 DL Defl 0.09 in
Data Beam Span 8.66 ft Reaction I LL 360# Reaction 2 LL 360#
Beam Wt per ft 4.68# Reaction I TL 597# Reaction 2 TL 597 #
Bm Wt Included 4 I # Maximum V 597 #
Max Moment 1 293'# Max V(Reduced) 534 #
TL Max Defl L/ 240 TL Actual Dell L/463
LL Max Defl L/360 LL Actual Dell L/767
Attributes Section (in3) Shear (in2) TL Defl (in) LL Defl •
Actual 17.65 19.25 0.22 0. 14
Critical 13.26 4.45 0.43 0.29
Status OK OK OK OK
Ratio 75% 23% 52% 47%
Pb (psi) Fv(psi) E (#s' x mil) Fc I(• I)
Values Base Values 900 180 I .6 625
Base Adjusted 1170 180 I .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 I.00 I .00 1.00
CI Stability I .0000 Rb = 0.00 Le = 0.00 Ft Kbe = 0.0
Load, Uniform LL: 83 Uniform TL: 133 = A
CUniform Load A
RI = 597 R2 = 597
SPAN = 8.66 FT
Uniform and partial uniform loads are lbs per lineal ft.
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Sherman Engineering, INC. D
14 I 0 NW Kearney St. #517 Portland OR, 97209 1�
Dearri hek v2005 licensed to:Sherman Engmeenng INC. Reg#5234-65428
Cedar Ridge Breezeway
RBZ Prepared by: ZTJ Date: 8/03/06
Selection �2x 8 DF-L#2 Lu = 0.0 Ft
Conditions NDS 2001
Min bearing Area RI = 0.7 in2R2= 0.7 m2 DL Defl 0.07 in
Data beam Span 8.66 ft Reaction I LL 271 # Reaction 2 LL 271 #
Beam Wt per ft 2.64 # Reaction I TL 444 # Reaction 2 TL 444 #
8m Wt. Included 23 # Maximum V 444 #
Max Moment 962'# Max V(Reduced) 382 #
TL Max Deft L/ 240 TL Actual Deft L/6 I 1
LL Max Defl L/360 LL Actual Defl L/ >1000
Attributes Section (in3) Shear(in2) TL Defl (in) LL Defl
Actual 13. 14 10.88 0.17 0.10
Critical 10.69 3.19 0.43 0.29
Status OK OK OK OK
Ratio 81% 29% 39% 36%
— — Pb(psi) Fv(psi) E(psi x mil) Fc I(psi)
Values Base Values 900 180 1.6 625
base Adjusted 1080 180 I .6 625
Ad/ustments CF Size Factor I .200
Cd Duration 1 .00 1.00
Cr Repetitive 1 .00
Ch Shear Stress N/A
Cm Wet UseI .00 1 .00 I .00 1.00
CI Stability I.0000 Rb = 0.00 Le = 0.00 Ft Kbe = 0.0
loads Uniform LL: 63 Uniform TL: 100 = A
Uniform Load A
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RI = 444 K2 = 444
SPAN = 8.66 FT
Uniform and partial uniform loads are lbs per lineal ft.
Sherman Engineering, INC.
14 I 0 NW Kearney St. #5_17 Portland OR, 97209 ���
beam hek v2OO5 licensed to:Sherman Engineering INC. Reg#5234-65426
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Cedar Ridge Breezeway —–
R133 Prepared by: ZTJ Date: 8/03/06
Selection 4x 6 DF-L#2 Lu = 0.0 Ft
CondN.-rons NDS 2001
Min Bearing Area RI = 0.7 m2 R2= 0.7 in2
Data Beam Span 5.5 ft
Beam Wt per ft 4.68# Reaction I TL 457# Reaction 2 TL 457#
Bm Wt Included 26 # Maximum V 457 #
Max Moment 1239'# Max V(Reduced) 455 #
IL Max Defl L/ 240 TL Actual Defl L/955
Attributes Section (in3) Shear (in2) TL Defl (in)_
Actual 17.65 19.25 0.07
Critical 12.70 3.79 0.28
Status OK OK OK
Ratio 72% 20% 25%
Fb (psi) Fv(psi) E(psi x mil) Fc I (psi)
Values Base Values 900 180 I.6 625
Base Adjusted 1170 180 I.6 625
Adjustments CF Size Factor I .300
Cd Duration 1.00 I .00
Cr Repetitive I .00
Ch Shear Stress N/A
Cm Wet Use I .00 1.00 I .00 I.00
CI Stability I.0000 Rb = 0.00 Le = 0.00 Ft Kbe = 0.0
Loads
•
Point IL Distance
B = 888 2.75
Pt loads:
RI = 457 R2 = 457
SPAN = 5.5 FT
Uniform and partial uniform loads are lbs per lineal ft.
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Sherman Engineering, INC. 1
1410 NW Kearney St. #5 1 7 Portland OR, 97209
BeamChek v2005 licensed to:Sherman Engrneerrng INC. Reg#5234-65428
Cedar Ridge Breezeway
RB 1 Prepared by: 2TJ Date: 8/03/06
Selection C4x 6 DF-L#2 Lu = 0.0 Ft
Conditions NDS 2001
Min Bearing Area RI= I .0 in2R2= 1.0 in2 DL Defl 0.09 in
Data Beam Span 8.66 ft Reaction I LL 360# Reaction 2 LL 360#
Beam Wt per ft 4.68# Reaction I TL 597# Reaction 2 TL 597 #
Bm Wt Included 4 I # Maximum V 597 #
Max Moment 1293'# Max V(Reduced) 534 #
TL Max Defl L/240 TL Actual Defl L/463
LL Max Defi L/360 LL Actual Defl L/767
Attnbute5 Section (in3) Shear (in2) TL Defl (in) LL Defl
Actual 17.65 19.25 0.22 0. 14
Critical 13.26 4.45 0.43 0.29
Status OK OK OK OK
Ratio 75% 23% 52% 47%
Pb (psi) Fv(psi) E (•si x mil) Fc l(• I)
Values Base Values 900 180 I .6 625
Base Adjusted 1 170 180 I .6 625
Adjustments CF Size Factor I.300
Cd Duration I .00 1.00
Cr Repetitive I .00
Ch Shear Stress N/A
Cm Wet Use •1 .00 I.00 1 .00 1.00
CI Stability I .0000 Kb 0.00 Le = 0.00 Ft Kbe = 0.0
/oads Uniform LL: 83 Uniform TL: 133 = A
Uniform Load A
R1 = 597 R2 = 597
SPAN = 8.66 PT
Uniform and partial uniform loads are lbs per lineal ft.
Sherman Engineering, INC. Kt!)
1410 NW Kearney St. #517 Portland OR. 97209 Z.
13eamChek v2005 licensed to:Sherman rmnq,neerrng INC. Reg I'5234-65425
Cedar Ridge breezeway
RL32Prepared by: ZTJ Date: 8/03/06
_ _
Selection 2x 8 DF-L#2 Lu = 0.0 Ft
Conditions NOS 2001
Min Bearing Area R.1 = 0.7 in2K2= 0.7 in2 DL Defl 0.07 in
Data Beam Span 8.66 ft Reaction I LL 271 # Reaction 2 LL 27 I #
Beam Wt. per ft 2.64 # Reaction I TL 444 # Reaction 2 TL 444 #
Bm Wt Included 23 # Maximum V 444 #
Max Moment 962'# Max V (Reduced) 382 #
TL Max Defl L/ 240 IL Actual Defl L/611
LL Max Defl L/360 LL Actual Defl L/ >1000
Attributes Section (in3) Shear(int) TL Deft (in) LL Defl _
Actual 13. 1 4 10.88 0.17 0.10
Critical 10.69 3.19 0.43 0.29
Status OK OK OK OK
Ratio 81% 29% 39% 36%
Fb(psi) Fv(psi) E (psi x mil) Fc I (psi)
Values Base Values 900 180 1 .6 625
Base Adjusted 1080 180 _ 1 .6 625
Adjustments CF Size Factor I .200
Cd Duration 1 .00 1 .00
Cr Repetitive 1 .00
Ch Shear Stress N/A
Cm Wet Use 1.00 I .00 I .00 !.00
CI Stability I.0000 Rb = 0.00 Le = 0.00 Ft Kbe = 0.0
loads Uniform LL: 63 Uniform IL: 100 = A
Uniform Load A
I_
R I = 444 R2 = 444
SPAN = 8.66 FT
Uniform and partial uniform toads are lbs per lineal ft.
Sherman Engineering, INC. Ke 3
14 I 0 NW Kearney St. #5 1 7 Portland OR, 97209 1�
Bean hek v2005 licensed to:Sherman Engineering INC. Reg#5234-65420
Cedar Ridge Breezeway.__—`---
R133 Prepared by: ZTJ Date: 8/03/06
Selection 4x 6 DF-L#2 Lu = 0.0 Ft
Conditions NDS 2001
Min Bearing Area R I = 0.7 m2 R2= 0.7 in2
Data Beam Span 5.5 ft
Beam Wt per ft 4.68# Reaction I TL 457# Reaction 2 TL 457 #
Bm Wt Included 26 # Maximum V 457#
Max Moment 1239'# Max V (Reduced) 455 #
TL Max Defl L/ 240 TL Actual Defl L/955
Attributes Section (in3) Shear (m2) TL Defl (in)
Actual 17.65 19.25 0.07
Critical 12.70 3.79 0.28
Status OK OK OK
Ratio 72% 20% 25%
Fb (psi) try(psi) E (psi x mil) Fc I (psi)
Values Base Values 900 180 1.6 625
Base Adjusted 1170 180 1.6 625
Ad.,#_4strnents GI=Size Factor I .300
Cd Duration 1.00 I .00
Cr Repetitive 1.00
Ch Shear Stress N/A
Cm Wet Use -I .00 I.00 I .00 I .00
CI Stability 1 .0000 Rb = 0.00 Le = 0.00 Ft Kbe = 0.0
Loads
Point TL Distance
B = 588 2.75
•
Pt
loads:
/\
--
R I = 457 R2 = 457
SPAN = 5.5 FT
Uniform and partial uniform loads are lbs per lineal ft.