FLOOD06430

• County: Statewide
• Basin: Statewide
• Title: Conduits, Culverts and Pipes
• Date: 3/3/1969
• Prepared By: US Army Corps of Engineers
• Floodplain - Doc Type: Educational/Technical/Reference Information

EM 11lCl-2-2902, Appendix III, 3 Mar 1969

. ("I
" (16)
(17)
j ... (19)
.'
-
~ (28)
(29)
(JO)
(31)

[XPlAHATI ON OF COLtJIlNS:
(Numbers refer to pertinent col~s)

Cantilever IIIOIIIenl (rOIl unit VertiCil 101d to right of center of eh!lllent

C.nttlever IIIOIIlent 'rWl 101d on e.trados fNllll point .boye center of .1_nt
to point ".dtllly oppostte center

Cantflever IIICIIlent (rOIl unit hoI"hOflul llHld .bove center of e1_nt

Cantl1ever moment 'roll 10ld on '.trlllos f!"Oll point horizontally opposite
center of element to point r.d11lly oppostte

Fw' (R+ll ,u."*

FH~ Ho+ IR+llven"'.

(Note: verstne. 1 - cosine)

N' Fy ,,",. -FM co,,...

V'Fy cos" +FH,.n". (Nf(Jathewhen protfondue lOFH elCcHds that fro.Fy)
*Does not apply in strllght POrtions q,f cross s!!Ctlon

NOTE:

,It.~"'" IJ,J,w
IIIIITIIIIIIllI

1. Values shO'Wll are based on unit loading with.. ratio of horizontal earth pressure
to effecthe vertical pressure of unit.,

LOADS AND COORDINATES

MOMENT DIAGRAM

~~>:e:~';

1 2 J . 5 I 6 7 . , 10 11 12 13 " T" ,. 17 T 18 I 19 20 I 21 I 22 " 2\ 2S ,. 27 28 " JO 31 1
Coor ,notes For Vert. Lood For Honz. Lood Conti lever Moment
Irom crown
'0. o.M y !i' , ,11,""12 't' !CO'(I ~(X.'QJl12 Vert No
~ ,in fill co, (I , y, d. t t' t' oy, (y-y,) oy' 2lin(l ~ ~ HOrll m mo moy mtMg HoY Mom " '" Thrusf Shear
(oj IRtslntl !>to...." 2 2 2 2 (14-161 (17-19) 120+21) (25+261 N V (oj
C.. 12.000 0 +148.62 -162.00 -13.38 0 -13.50 13.50 0 C..
I r-lD' 0.131 0.991 -1.18' 0.081 2.356' 3.0' 27.0 1(,lo.!.!x~J " 11.919 142.0 0.70 0.196 0.019 1.25 1.487 1.105 -0.68 -0.14 -0.82 -0.82 ..9.8 +147.!l) -160.91 -13.11 1.38 -13.41 13.47 -0.39 I
2 22.-30' 0.383 0.924 -3.45' 0.684 2.356' 3.0' 27.0 1.00 ;; 11.316 128.0 5.95 0.574 0.165 2.385 1.386 0.961 .5.79 -1.42 -7.21 -7.21 -81.6 +141.41 -152.77 -11.36 4.02 -12.70 13.24 -1.15 2
, '''-lD' 0.... 0.793 -5.48' 1.... 2.356' 3.0' 27.0 1.00 . 10.140 102.8 15.02 0.913 0.417 5.645 1.190 0.708 -14.60 -4.94 -19.54 -19.54 -a8.1 +129.08 -136.89 -7.81 6.39 -11.33 12.88 -1.84 J
. 52'"-30' 0.793 0.... -7.14' 3.520 2.356' 3.0' 27.0 1.00 " 8.480 71.9 25.49 1.190 0.708 12.60 0.913 0.417 -24.78 -12.18 -36.96 -36.96 -313.4 +111.66 -114.48 -2.82 8.33 -9.39 12.32 -2.37 .
,
5 67 -JO' 0.924 0.383 -8.32' 5.550 2.356' 3.0' 27.0 1.00 . 6.450 41.6 34.61 1.386 0.960 24.85 0.574 0.165 -33.65 -24.68 -58.33 -58.33 -3J6.2 ....29 47.08 +3.21 9.19 -7.02 11.65 -2.77 5
6 82"-lD' 0.991 0.131 -8.92' 7.820 2.356' 3.0' 27.0 1.00 a 4.180 17.5 39.78 1.487 1.106 43.43 0.196 0.019 -38.67 -43.41 -82.08 -82.08 -343.1 .... 54 -S6~43 +10.11 10.41 -4.38 10.88 .2.98 6
.. -9.00' 10.000 2.000' 3.0' 27.0 0.849 ~ 2.000 3.' 40.SO 1.500 1.125 66.12 - - -39.38 -66.12 -105. SO -89.57 -179.1 +43.12 "27.00 +16.12 10.50 -2.00 10.50 .2.00 6A
6-7 -9.00' 12.000 2.000' 3.0' 27.0 0.849 '" 0 0 40.SO 1.500 1.125 91.13 - - -39.38 -91.13 -130.51 -109.80 0 +18.11 . +18.11 10.50 0 10.50 0 6-7
]A .'.00' 14.000 2.000' 3.0' 27.0 0.849 S -2.000 J.' 40.SO 1.500 1.125 120.12 - - -39.38 -120.12 -159.50 -135.42 +270.8 -10.88 +27.00 +16.12 10.50 -2.00 1,0.50 -2.00 ]A
7 -8.92' 16.180 2.356' 3.0' 27.0 1.00 ;> .4.180 17.5 39.78 1.487 1.106 156.4 0.196 0.019 -38.67 -156.38 -195.05 -195.05 +815.3 -45.43 +56.43 +10.00 10.41 -4.38 10.81 -2.98 7
8 -8.32' 18.450 2.356' 3.0' 27.0 1.00 a -6.450 41.6 34.61 1.386 0.960 199.0 0.574 0.165 -33.65 -198.84 .232.49 -232.49 +1.499.6 -83.87 +87.08 +3.21 '.70 ~7.02 11.65 -2.17 8
. -7.14' 20 . ... 2.356' 3.0' 27.0 1.00 ~ -8.480 71.9 25.49 1.190 0.708 241.4 0.913 0.411 -24.78 -240.98 -265.76 -265.76 +2,253.6 -117.14 +114.48 -2.66 8.33 -9.39 12.32 -2.37 .
10 -5.48' 22.140 2.356' 3.0' 27.0 1.00 Ii -10.140 102.8 15.02 0.913 0.417 279.4 1.190 0.708 -14.60 -278.69 -293.29 -293.29 +2.914.0 -144.67 +136.89 -7.78 6.39 -11.33 12.88 -1.84 10
11 -3.45' 23.320 2.356' 3.0' 27.0 1.00 ~. -11.316 128.0 5.95 0.514 0.165 J08.1 1.386 0.961 ~5.79 -301.14 -312.93 -312.93 +3.541.1 -164.31 +152.17 -11.54 4.02 -12.10 13.24 -1.15 11
12 -1.18' 23.920 2.356' 3.0' 27.0 1.00 ~ -11.919 142.0 0.10 0.196 0.019 323.2 1.487 1.105 -0.68 -322.09 -322.77 -322.71 +3.847.1 -174.15 +160.91 -13.24 1.38 -13.41 13." .0.39 12
10' " -12.000 325.1 1.500 1.125 0 -324.00 -324.00 -175.38 +162.00 -13.38 0 -U.50 13.50 0 10'
I 14.547 1014.4 -2.162.02 +13.100.2 I ,

y = II~Y' . Distance f~ center l1ne at Cro\Im to .1asttc center
(In thts elSe, ehstic center ts in physical center of colMluit.)

M ._ 1mo .=~ . +148.62
o 10 I~.~I

H...;:- 1moy .!1~6~~/ . -1].50
"toy2 .

OBLONG SECTION - CASE 2 LOADING

III-13

PLATE 6