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<br />EM 1110-2-2902, Appendix Ill, 3 Mar 1969
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<br /> AXIAL THRUST AND MOMENT PER LINEAL FOOT OF HORIZONTAL CONDUIT WITH CIRCULAR CROSS- SECTION OF CONSTANT THICKNESS
<br /> LOAD AND REACTION CONDITIONS N . AXIAL THRUST. M . BENDING MOMENT SYMBOLS AND REMARKS (See Annf!ndix II to( other $vmbols)
<br /> (POUNOS) IFOOT- POUNOS) (NOTE AIIOIYSIS bt1SHonlhm sllellslIsi"fJ!M(J/I di~", d. f-)si9fJ ~/'S "n$I()IIIWO.iol
<br />NO. a LOAD DESCRIPTION TOP SIDES BOTTOM TOP SIDES BOTTOM !"rvsl, and ~::: 0/1 oulS"-d. lac. 01 Cf)n(/uil sh,lI for ~"IJ
<br /> N, N, N. M, M' M. Forus t1~ IIJ nds ond di""/lSl()flS ~ /111 wI.
<br /> 0 O.,OOW 0 0.063 Wd - O,06JWd 006JWd W z Jolol.ff,cl,rt, IIlI.rnol ~r'icoIIoDd or ',,'cIiQII. If moy ;fleNd. wtJI., kJ<<Jor up/lfl, d.",,,dlng
<br /> D 011 IIa. Cas. "S !f'f/1,t!.
<br /> EXTERNAL. VERTICAL 180.
<br />I (UNIFOR.... FULL WIDTH OF CQ"lDUIT)
<br /> g - O,02?W 0.5001+' O.02'W O,069wd - 0070Wd 0.078 Wd S" CfJU J
<br />IA EXTERNAL. VERTICAL 90'
<br /> (UNIFORM, FULL WIDTH OF" CONDUIT)
<br /> O.500Hu 0 o 500Hu - O,06JHud O.06.JHud - 0063Hud Hu: fOIO/ /lonronf(1f uniform '1lI"na/load,
<br />2 EXTERNAL, HORIZONTAL - a
<br /> (UNIFORM, FULl HEtGHT OF CONDUITI
<br /> OJ13Ht 0 O,681Ht o OS2Htd o 06JHtd .001JHtd Ht ~ fatal floruon101lflongulor ~#t~rn(1llood.
<br />3 EXTERNAL. HORIZONTAL - n
<br /> (TRIANGULAR, FULL HtlGHT OF CONDUIT)
<br /> - 0021Ws o 2S0Ws o 021Ws O.028Wsd . OOJIWsd +OOJ5Wsd ~ ' ..~'ghf of conduit SIl~1/
<br /> WEIGHT OF CONDUIT SHEll Q For CMCr~'~ It'S ~ 1/8[8; -OJ, "/L F of conduit
<br />4 180. ..lIere 8c' outs,dtl d,om(tl(tr
<br /> (CIRCULAR, UNIFORM THICKNESS) o ~ ms,dtl d,omtt.r
<br /> .OOSJWS 0.2S01+'s O.OSJ Ws o OJJWsd - OOJ9Wsd o OSIWSd See Cas~ 4
<br />4A WEIGHT OF CONDUIT SHEll 90' Q
<br /> (CIRCULAR, UNIFORM THICKNESS)
<br /> w.""Q - 0 186Ww - 0068W.. _ O.4SIW.. 0028w,.,d - OOJ/K'...d OO.JSW..d W...' "~lgM of ,,01er' 490Z, _/L F ofcondu"t
<br />5 WEIGHT OF WATER IN PIPE t800
<br /> I PIPE FILLED TO CROWN I
<br /> ~~Ql - 0212W.. - 0.0681+'.. - o 424w.. o.OJJwwd - OOJ9W...d o 051W..d See Cose 5
<br /> -
<br />5A WEIGHT OF WATER IN PIPE 90'
<br /> (PIPE FILLED TO CROWNl
<br /> ":1...J.l.:J.
<br /> Ff'H "01e:-~':;'T - - - 111 l'~ - o.500PO - O.500PO - 0 500PO 0 0 0 TllruSl at(1nypoin/~/s 3'-2110 "/L F. Wilen !I~od obo~ crown (t#ceeds oboul 20, '''(t!l(tod
<br /> surloce 101'11 may IIs:lolly ~ mNsl/red 101M cen((tr OICOffdud and Case 50r SA Ignored. OIfl#rwislI, CaU 6
<br /> HYDROSTATIC PRESSURE. INTERNAL P.625.-o n I musf o.'weys ~ us~ Willi Cose 5 or SA.
<br />6 (UNIFORM) -
<br /> ~ -'-"i>-;r-- O.500Pd O.SOOPd O.SOOPd 0 0 0 Wilen llead above crown IS lI!'u 11Ion oboul 20, Ireol II#Ie"'ol wolllr pressure os 0 combinolion of
<br /> Coses', 2 ond J,orCos,s lA, Zond J, os applicable. Subslllulll HB/ lor (jHwll(tn sfle/!is
<br /> HYDROSTATIC PRESSURE. EXTERNAL N25'-c:ft . relo"v~/y '"'Clt
<br />7 -
<br /> (UNIFORM)
<br /> THRUST AND MOMENT COEFFICIENTS
<br /> FOR
<br /> CIRCULAR CONDUITS WITH THIN SHELLS
<br />
<br />PLATE 8
<br />
<br />I11-17
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