Barr Engineering 34091009 1 IV_AppendixF/Exhibit R... · Barr Engineering Software licensed to...

Barr EngineeringSoftware licensed to Microsoft

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Client

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File Date/Time

34091009 1 2

Fargo- Moorhead Feasibility Study - Phase4

US Army Corps of Engineers

Sheyene Aquaduct - Partial

Phase4

mbi 1-24-11

24-Feb-2011 15:13PH4 Sheyene Aquaduct R

Print Time/Date: 24/02/2011 15:33 Print Run 1 of 36STAAD.Pro V8i (SELECTseries 2) 20.07.07.19

Job Information Engineer Checked Approved

Name: mbiDate: 1-24-11

Comments

Only (3) 30-ft bays is modeled for simplicity.Wall thickness = 36-inTributary Slab thickness = 32" (ave)Access Bridge slab thickness = 27" (avarage)Matt foundation thickness = 48"Low flow channel walls = 12"REV1. Geometry UpdateREV2. Wall Thickness ad pile loc update

Structure Type SPACE FRAME

Number of Nodes 11893 Highest Node 17741Number of Plates 11666 Highest Plate 17054

Number of Basic Load Cases 19Number of Combination Load Cases 0

Included in this printout are data for:All The Whole Structure

Included in this printout are results for load cases:Type L/C Name

Primary 3 DEAD LOAD DPrimary 4 LIVE LOAD LPrimary 5 FLUID LOAD F1 (OVERTOPPING DC FULPrimary 6 FLUID LOAD F2 (OVERTOPPING TC FULPrimary 7 FLUID LOAD F3 (500YR+ICE)Primary 8 SOIL LOAD HPrimary 9 FLUID LOAD F4 (LOWFLOW CHANNEL FPrimary 24 1.3(1.4D+1.7L)Primary 27 1.3(1.4D+1.7L+1.7F1)Primary 32 1.3(1.4D+1.7L+1.7F2)Primary 33 1.3(1.4D+1.7L+1.7F3)Primary 34 1.3(1.4D+1.7L+1.7F4)Primary 37 1.3(1.4D+1.7L+1.7F1&F2)Primary 42 1.3(1.4D+1.7L+1.7H)Primary 45 1.3(1.4D+1.7L+1.7F1+1.7H)Primary 47 1.3(1.4D+1.7L+1.7F2+1.7H)Primary 50 1.3(1.4D+1.7L+1.7F3+1.7H)Primary 53 1.3(1.4D+1.7L+1.7F4+1.7H)Primary 55 1.3(1.4D+1.7L+1.7 F1&F2+1.7H)


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34091009 2 2




Phase4

mbi 1-24-11



MaterialsMat Name E

(kip/in2) Density

(kip/in3)

(/°F)1 STEEL 29 E +3 0.300 0.000 6 E -62 STAINLESSSTEEL 28 E +3 0.300 0.000 10 E -63 ALUMINUM 10 E +3 0.330 0.000 13 E -64 CONCRETE 3.15 E +3 0.170 0.000 5 E -6

90.00ft

Load 27X

Y

Z

Whole Structure (Input data was modified after picture taken)


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34091009 3 2




Phase4

mbi 1-24-11



30.00ft 30.00ft30.00ft

90.00ft

38.20ft

Load 27X

YZ

Whole Structure - Longitudinal Section (Input data was modified after picture taken)


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34091009 4 2




Phase4

mbi 1-24-11



12.00ft

10.00ft

15.00ft

74.00ft

54.00ft

22.30ft

Load 27XY

Z

Whole Structure - Transverse Section (Input data was modified after picture taken)

SupportsNode X

(kip/in)Y

(kip/in)Z

(kip/in)rX

(kip-ft/deg)rY

(kip-ft/deg)rZ

(kip-ft/deg)186 Fixed Fixed Fixed - - -190 Fixed Fixed Fixed - - -242 Fixed Fixed Fixed - - -246 Fixed Fixed Fixed - - -298 Fixed Fixed Fixed - - -302 Fixed Fixed Fixed - - -354 Fixed Fixed Fixed - - -358 Fixed Fixed Fixed - - -678 Fixed Fixed Fixed - - -726 Fixed Fixed Fixed - - -774 Fixed Fixed Fixed - - -822 Fixed Fixed Fixed - - -

2307 Fixed Fixed Fixed - - -2312 Fixed Fixed Fixed - - -2314 Fixed Fixed Fixed - - -2364 Fixed Fixed Fixed - - -


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34091009 5 2




Phase4

mbi 1-24-11



Supports Cont...Node X

(kip/in)Y

(kip/in)Z

(kip/in)rX

(kip-ft/deg)rY

(kip-ft/deg)rZ

(kip-ft/deg)2366 Fixed Fixed Fixed - - -2371 Fixed Fixed Fixed - - -6973 Fixed Fixed Fixed - - -6978 Fixed Fixed Fixed - - -6983 Fixed Fixed Fixed - - -6988 Fixed Fixed Fixed - - -7488 Fixed Fixed Fixed - - -7587 Fixed Fixed Fixed - - -7661 Fixed Fixed Fixed - - -7772 Fixed Fixed Fixed - - -7894 Fixed Fixed Fixed - - -7923 Fixed Fixed Fixed - - -7956 Fixed Fixed Fixed - - -8018 Fixed Fixed Fixed - - -8117 Fixed Fixed Fixed - - -8191 Fixed Fixed Fixed - - -8302 Fixed Fixed Fixed - - -8424 Fixed Fixed Fixed - - -8453 Fixed Fixed Fixed - - -8486 Fixed Fixed Fixed - - -8645 Fixed Fixed Fixed - - -8717 Fixed Fixed Fixed - - -8826 Fixed Fixed Fixed - - -8972 Fixed Fixed Fixed - - -9556 Fixed Fixed Fixed - - -9557 Fixed Fixed Fixed - - -9558 Fixed Fixed Fixed - - -9559 Fixed Fixed Fixed - - -9574 Fixed Fixed Fixed - - -9683 Fixed Fixed Fixed - - -9767 Fixed Fixed Fixed - - -9849 Fixed Fixed Fixed - - -9904 Fixed Fixed Fixed - - -9905 Fixed Fixed Fixed - - -9906 Fixed Fixed Fixed - - -9907 Fixed Fixed Fixed - - -9908 Fixed Fixed Fixed - - -9909 Fixed Fixed Fixed - - -9910 Fixed Fixed Fixed - - -9911 Fixed Fixed Fixed - - -9912 Fixed Fixed Fixed - - -9913 Fixed Fixed Fixed - - -9914 Fixed Fixed Fixed - - -9916 Fixed Fixed Fixed - - -9917 Fixed Fixed Fixed - - -


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34091009 6 2




Phase4

mbi 1-24-11




(kip/in)Y

(kip/in)Z

(kip/in)rX

(kip-ft/deg)rY

(kip-ft/deg)rZ

(kip-ft/deg)9918 Fixed Fixed Fixed - - -9919 Fixed Fixed Fixed - - -9920 Fixed Fixed Fixed - - -9921 Fixed Fixed Fixed - - -9922 Fixed Fixed Fixed - - -9923 Fixed Fixed Fixed - - -9924 Fixed Fixed Fixed - - -9925 Fixed Fixed Fixed - - -9926 Fixed Fixed Fixed - - -9928 Fixed Fixed Fixed - - -9929 Fixed Fixed Fixed - - -9930 Fixed Fixed Fixed - - -9931 Fixed Fixed Fixed - - -9932 Fixed Fixed Fixed - - -9933 Fixed Fixed Fixed - - -9934 Fixed Fixed Fixed - - -9935 Fixed Fixed Fixed - - -9936 Fixed Fixed Fixed - - -9937 Fixed Fixed Fixed - - -9938 Fixed Fixed Fixed - - -9940 Fixed Fixed Fixed - - -9941 Fixed Fixed Fixed - - -9942 Fixed Fixed Fixed - - -9943 Fixed Fixed Fixed - - -9944 Fixed Fixed Fixed - - -9945 Fixed Fixed Fixed - - -9946 Fixed Fixed Fixed - - -9947 Fixed Fixed Fixed - - -9948 Fixed Fixed Fixed - - -9949 Fixed Fixed Fixed - - -9950 Fixed Fixed Fixed - - -9952 Fixed Fixed Fixed - - -9953 Fixed Fixed Fixed - - -9954 Fixed Fixed Fixed - - -9955 Fixed Fixed Fixed - - -9956 Fixed Fixed Fixed - - -9957 Fixed Fixed Fixed - - -9958 Fixed Fixed Fixed - - -9959 Fixed Fixed Fixed - - -9960 Fixed Fixed Fixed - - -9961 Fixed Fixed Fixed - - -9962 Fixed Fixed Fixed - - -9964 Fixed Fixed Fixed - - -9965 Fixed Fixed Fixed - - -9966 Fixed Fixed Fixed - - -


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34091009 7 2




Phase4

mbi 1-24-11




(kip/in)Y

(kip/in)Z

(kip/in)rX

(kip-ft/deg)rY

(kip-ft/deg)rZ

(kip-ft/deg)9967 Fixed Fixed Fixed - - -9968 Fixed Fixed Fixed - - -9969 Fixed Fixed Fixed - - -9970 Fixed Fixed Fixed - - -9971 Fixed Fixed Fixed - - -9972 Fixed Fixed Fixed - - -9973 Fixed Fixed Fixed - - -9974 Fixed Fixed Fixed - - -9976 Fixed Fixed Fixed - - -9977 Fixed Fixed Fixed - - -9978 Fixed Fixed Fixed - - -9979 Fixed Fixed Fixed - - -9980 Fixed Fixed Fixed - - -9981 Fixed Fixed Fixed - - -9982 Fixed Fixed Fixed - - -9983 Fixed Fixed Fixed - - -9984 Fixed Fixed Fixed - - -9985 Fixed Fixed Fixed - - -9986 Fixed Fixed Fixed - - -9988 Fixed Fixed Fixed - - -9989 Fixed Fixed Fixed - - -9990 Fixed Fixed Fixed - - -9991 Fixed Fixed Fixed - - -9992 Fixed Fixed Fixed - - -9993 Fixed Fixed Fixed - - -9994 Fixed Fixed Fixed - - -9995 Fixed Fixed Fixed - - -9996 Fixed Fixed Fixed - - -9997 Fixed Fixed Fixed - - -9998 Fixed Fixed Fixed - - -

10000 Fixed Fixed Fixed - - -10001 Fixed Fixed Fixed - - -10002 Fixed Fixed Fixed - - -10003 Fixed Fixed Fixed - - -10004 Fixed Fixed Fixed - - -10005 Fixed Fixed Fixed - - -10006 Fixed Fixed Fixed - - -10007 Fixed Fixed Fixed - - -10008 Fixed Fixed Fixed - - -10009 Fixed Fixed Fixed - - -10010 Fixed Fixed Fixed - - -11533 Fixed Fixed Fixed - - -12640 Fixed Fixed Fixed - - -13521 Fixed Fixed Fixed - - -13562 Fixed Fixed Fixed - - -


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34091009 8 2




Phase4

mbi 1-24-11




(kip/in)Y

(kip/in)Z

(kip/in)rX

(kip-ft/deg)rY

(kip-ft/deg)rZ

(kip-ft/deg)13915 Fixed Fixed Fixed - - -14085 Fixed Fixed Fixed - - -15692 Fixed Fixed Fixed - - -16287 Fixed Fixed Fixed - - -16500 Fixed Fixed Fixed - - -

Plate ThicknessProp Node A

(in)Node B

(in)Node C

(in)Node D

(in)Material

1 27.000 27.000 27.000 27.000 CONCRETE2 36.000 36.000 36.000 36.000 CONCRETE3 12.000 12.000 12.000 12.000 CONCRETE4 32.000 32.000 32.000 32.000 CONCRETE5 48.000 48.000 48.000 48.000 CONCRETE

3D Rendered View (Input data was modified after picture taken)


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34091009 9 2




Phase4

mbi 1-24-11



3D Rendered View - Longitudinal Section (Input data was modified after picture taken)

3D Rendered View - Tranverse Section (Input data was modified after picture taken)


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34091009 10 2




Phase4

mbi 1-24-11



Basic Load CasesNumber Name

3 DEAD LOAD D4 LIVE LOAD L5 FLUID LOAD F1 (OVERTOPPING DC FUL6 FLUID LOAD F2 (OVERTOPPING TC FUL7 FLUID LOAD F3 (500YR+ICE)8 SOIL LOAD H9 FLUID LOAD F4 (LOWFLOW CHANNEL F

24 1.3(1.4D+1.7L)27 1.3(1.4D+1.7L+1.7F1)32 1.3(1.4D+1.7L+1.7F2)33 1.3(1.4D+1.7L+1.7F3)34 1.3(1.4D+1.7L+1.7F4)37 1.3(1.4D+1.7L+1.7F1&F2)42 1.3(1.4D+1.7L+1.7H)45 1.3(1.4D+1.7L+1.7F1+1.7H)47 1.3(1.4D+1.7L+1.7F2+1.7H)50 1.3(1.4D+1.7L+1.7F3+1.7H)53 1.3(1.4D+1.7L+1.7F4+1.7H)55 1.3(1.4D+1.7L+1.7 F1&F2+1.7H)

Combination Load CasesThere is no data of this type.


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34091009 11 2




Phase4

mbi 1-24-11



Load 5XY

Z

Whole Structure Loads LC#5 FLUID LOAD F1 (OVERTOPPING DC FULL) (Input data was modified after picture taken)


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34091009 12 2




Phase4

mbi 1-24-11



Load 6XY

Z

Whole Structure Loads LC#6 FLUID LOAD F2 (OVERTOPPING TC FULL) (Input data was modified after picture taken)


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34091009 13 2




Phase4

mbi 1-24-11



Load 7XY

Z

Whole Structure Loads LC#7 FLUID LOAD F3 (500YR+ICE) (Input data was modified after picture taken)


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34091009 14 2




Phase4

mbi 1-24-11



Load 9XY

Z

Whole Structure Loads LC#9 FLUID LOAD F4 (LOWFLOW CHANNEL FULL W/ICE) (Input data was modified after picture taken)


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34091009 15 2




Phase4

mbi 1-24-11



Load 8X

Y

Z

Whole Structure Loads LC#8 SOIL LOAD H (Input data was modified after picture taken)

Node Displacement SummaryNode L/C X

(in)Y

(in)Z

(in)Resultant

(in)rX

(rad)rY

(rad)rZ

(rad)Max X 9370 55:1.3(1.4D+1. 0.067 -0.032 -0.008 0.075 -0.000 0.000 -0.000Min X 9373 37:1.3(1.4D+1. -0.031 -0.032 -0.008 0.045 -0.000 -0.000 0.000Max Y 9091 27:1.3(1.4D+1. -0.010 0.037 0.225 0.228 0.001 0.000 0.000Min Y 9074 27:1.3(1.4D+1. -0.002 -0.154 0.253 0.296 0.001 -0.000 0.000Max Z 9371 53:1.3(1.4D+1. 0.046 -0.011 1.071 1.072 0.013 0.001 -0.000Min Z 9370 53:1.3(1.4D+1. 0.046 -0.012 -1.074 1.075 -0.013 -0.001 -0.000

Max rX 9371 53:1.3(1.4D+1. 0.046 -0.011 1.071 1.072 0.013 0.001 -0.000Min rX 9370 53:1.3(1.4D+1. 0.046 -0.012 -1.074 1.075 -0.013 -0.001 -0.000Max rY 9371 53:1.3(1.4D+1. 0.046 -0.011 1.071 1.072 0.013 0.001 -0.000Min rY 9372 34:1.3(1.4D+1. -0.009 -0.011 1.071 1.071 0.013 -0.001 0.000Max rZ 1498 37:1.3(1.4D+1. 0.001 -0.040 -0.000 0.040 -0.000 -0.000 0.001Min rZ 1470 55:1.3(1.4D+1. 0.037 -0.040 -0.001 0.055 -0.000 0.000 -0.001

Max Rst 9370 53:1.3(1.4D+1. 0.046 -0.012 -1.074 1.075 -0.013 -0.001 -0.000


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34091009 16 2




Phase4

mbi 1-24-11



Plate Centre Stress Summary Shear Membrane Bending

Plate L/C Qx(psi)

Qy(psi)

Sx(psi)

Sy(psi)

Sxy(psi)

Mx(Kip-ft/ft)

My(Kip-ft/ft)

Mxy(Kip-ft/ft)

Max Qx 13085 55:1.3(1.4D+1. 304.139 278.927 -45.353 -17.709 -5.714 -60.833 -53.322 -20.557Min Qx 16314 37:1.3(1.4D+1. -345.812 226.390 -90.256 -13.919 -1.314 -56.291 -27.658 -25.704Max Qy 14875 37:1.3(1.4D+1. 201.221 468.462 -5.563 -34.894 -19.051 -65.071 -77.953 -15.974Min Qy 13355 55:1.3(1.4D+1. 168.919 -421.178 -16.666 -64.264 -16.616 -75.182 -78.306 -7.321Max Sx 7302 45:1.3(1.4D+1. -5.043 -1.222 430.095 -3.116 -57.900 -16.099 0.011 1.466Min Sx 9021 37:1.3(1.4D+1. -2.195 -2.682 -827.458 -262.897 -242.399 3.133 0.788 0.630Max Sy 7301 45:1.3(1.4D+1. -0.985 0.976 58.983 443.315 181.106 -1.542 -18.779 -6.499Min Sy 8936 32:1.3(1.4D+1. -0.672 -1.162 44.753 -939.464 150.521 0.332 2.034 -0.125

Max Sxy 8933 32:1.3(1.4D+1. -0.827 -0.049 -654.309 -187.818 436.748 1.501 0.504 -0.630Min Sxy 8686 37:1.3(1.4D+1. -0.472 -0.399 -55.953 -174.622 -424.720 0.132 0.377 0.173Max Mx 14951 50:1.3(1.4D+1. 85.131 148.824 17.621 -62.184 28.029 104.339 -2.101 1.375Min Mx 8241 55:1.3(1.4D+1. 26.371 21.812 -116.699 -36.040 -58.880 -111.728 -13.127 -45.160Max My 718 55:1.3(1.4D+1. 2.182 116.785 -6.971 -13.460 6.312 29.416 142.858 -2.547Min My 1178 27:1.3(1.4D+1. 32.598 87.277 -63.202 -387.845 128.829 -17.675 -130.012 2.753

Max Mxy 15175 55:1.3(1.4D+1. -25.779 -19.878 1.021 8.958 23.471 43.864 38.920 56.657Min Mxy 7978 55:1.3(1.4D+1. 5.315 30.499 -25.811 -101.556 -27.764 -13.327 -119.389 -54.827

Plate Centre Principal Stress Summary Principal Von Mis Tresca

Plate L/C Top(psi)

Bottom(psi)

Top(psi)

Bottom(psi)

Top(psi)

Bottom(psi)

Max (t) 8666 53:1.3(1.4D+1. 3.48 E +3 531.860 3.25 E +3 3.24 E +3 3.48 E +3 3.51 E +3Max (b) 9085 55:1.3(1.4D+1. 1.14 E +3 -1.14 E +3 1.14 E +3 529.589 1.15 E +3 594.623

Max VM (t) 8666 53:1.3(1.4D+1. 3.48 E +3 531.860 3.25 E +3 3.24 E +3 3.48 E +3 3.51 E +3Max VM (b) 8665 53:1.3(1.4D+1. 3.33 E +3 364.839 3.16 E +3 3.56 E +3 3.33 E +3 3.78 E +3Tresca (t) 8666 53:1.3(1.4D+1. 3.48 E +3 531.860 3.25 E +3 3.24 E +3 3.48 E +3 3.51 E +3Tresca (b) 8665 53:1.3(1.4D+1. 3.33 E +3 364.839 3.16 E +3 3.56 E +3 3.33 E +3 3.78 E +3


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34091009 17 2




Phase4

mbi 1-24-11



90.00ft

74.00ft

7.50ft7.50ft

7.50ft7.50ft

Load 50X

Y

Z

Whole Structure - Aqeuduct Mat Foundation (Input data was modified after picture taken)


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34091009 18 2




Phase4

mbi 1-24-11



90.00ft

74.00ft

7.50ft7.50ft

7.50ft7.50ft

Load 24X

Y

Z

Aqeuduct Mat Foundation (Input data was modified after picture taken)


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34091009 19 2




Phase4

mbi 1-24-11



90.00ft

74.00ft

7.50ft

7.50ft

7.50ft

7.50ft

Load 24X

Y

Z

Aqeuduct Mat Foundation - Max Moments Critical Plates (Input data was modified after picture taken)


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34091009 20 2




Phase4

mbi 1-24-11



90.00ft

74.00ft

7.50ft 7.50ft 7.50ft 7.50ft

MX (local)Kip-ft/ft

= 104

Aqeuduct Mat Foundation LC#50 Mx (Input data was modified after picture taken)


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34091009 21 2




Phase4

mbi 1-24-11



90.00ft

74.00ft

7.50ft 7.50ft 7.50ft 7.50ft

MY (local)Kip-ft/ft

= 106

Aqeuduct Mat Foundation LC#50 My (Input data was modified after picture taken)


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34091009 22 2




Phase4

mbi 1-24-11



90.00ft

74.00ft

7.50ft7.50ft

7.50ft7.50ft

Load 50X

Y

Z

Whole Structure - Tributary Channel Deck (Input data was modified after picture taken)


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By Date Chd

File Date/Time

34091009 23 2




Phase4

mbi 1-24-11



90.00ft

54.00ft

Load 50X

Y

Z

Tributary Channel Deck - Max Moment Critical Plates (Input data was modified after picture taken)


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File Date/Time

34091009 24 2




Phase4

mbi 1-24-11



90.00ft

54.00ft

Load 32X

Y

Z

MX (local)Kip-ft/ft

= 93.8

Tributary Channel Deck - LC#32 Mxmax (Input data was modified after picture taken)


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34091009 25 2




Phase4

mbi 1-24-11



90.00ft

54.00ft

Load 45X

Y

Z

MX (local)Kip-ft/ft

= 22.6

Tributary Channel Deck - LC#45 Mxmin (Input data was modified after picture taken)


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File Date/Time

34091009 26 2




Phase4

mbi 1-24-11



90.00ft

54.00ft

Load 55X

Y

Z

MY (local)Kip-ft/ft

= 143

Tributary Channel Deck - LC#55 Mymax (Input data was modified after picture taken)


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File Date/Time

34091009 27 2




Phase4

mbi 1-24-11



90.00ft

54.00ft

Load 37X

Y

Z

MY (local)Kip-ft/ft

= 131

Tributary Channel Deck - LC#37 Mymin (Input data was modified after picture taken)


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34091009 28 2




Phase4

mbi 1-24-11



90.00ft

74.00ft

7.50ft7.50ft

7.50ft7.50ft

90.00ft

54.00ft

Load 55X

Y

Z

Whole Structure - Piers/Walls (Input data was modified after picture taken)


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By Date Chd

File Date/Time

34091009 29 2




Phase4

mbi 1-24-11



90.00ft

30.00ft

22.30ft

Load 55X

Y

Z

Piers/Walls Max Moment Critical Plates (Input data was modified after picture taken)


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By Date Chd

File Date/Time

34091009 30 2




Phase4

mbi 1-24-11



90.00ft

30.00ft

22.30ft

Load 37X

Y

Z

MX (local)Kip-ft/ft

= 94.2

Piers/Walls LC#37 Mxmax (Input data was modified after picture taken)


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By Date Chd

File Date/Time

34091009 31 2




Phase4

mbi 1-24-11



90.00ft

30.00ft

22.30ft

Load 55X

Y

Z

MX (local)Kip-ft/ft

= 88.1

Piers/Walls LC#55 Mxmin (Input data was modified after picture taken)


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34091009 32 2




Phase4

mbi 1-24-11



90.00ft

30.00ft

22.30ft

Load 37X

Y

Z

MY (local)Kip-ft/ft

= 106

Piers/Walls LC#37 Mymax (Input data was modified after picture taken)


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Client

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Ref

By Date Chd

File Date/Time

34091009 33 2




Phase4

mbi 1-24-11



90.00ft

30.00ft

22.30ft

Load 27X

Y

Z

MY (local)Kip-ft/ft

= 74

Piers/Walls LC#27 Mymin (Input data was modified after picture taken)


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File Date/Time

34091009 34 2




Phase4

mbi 1-24-11



Load 27X

Y

Z

Whole Structure - Low flow Channel Walls (Input data was modified after picture taken)


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By Date Chd

File Date/Time

34091009 35 2




Phase4

mbi 1-24-11



10.00ft

90.00ft

12.00ft

Load 53X

Y

Z

MY (local)Kip-ft/ft

= 85.2

Low Flow Channel Walls - LC53 Mymax (Input data was modified after picture taken)


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By Date Chd

File Date/Time

34091009 36 2




Phase4

mbi 1-24-11



10.00ft

90.00ft

12.00ft

Load 53X

Y

Z

MX (local)Kip-ft/ft

= 14

Low Flow Channel Walls LC53 Mxmax (Input data was modified after picture taken)

Date post:	29-Oct-2019
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