| Record ID | marc_columbia/Columbia-extract-20221130-006.mrc:219743376:1339 |
| Source | marc_columbia |
| Download Link | /show-records/marc_columbia/Columbia-extract-20221130-006.mrc:219743376:1339?format=raw |
LEADER: 01339cam a2200313 4500
001 2688902
005 20221012222613.0
008 751212t19581958maue 000 0 eng
010 $a 55056959
035 $a(OCoLC)ocm01893758
035 $9ARD8572CU
035 $a(NNC)2688902
035 $a2688902
040 $aDLC$cFQG$dZCU
050 00 $aTG355$b.B69
082 0 $a624.21
099 $a624.2$aB69
100 1 $aBoyer, Walter C.,$d1919-
245 10 $aInfluence lines for continuous beams /$cby Walter C. Boyer [and] Joel I. Abrams.
260 $aBaltimore :$bJohn Hopkins Press,$c[1958], ©1958.
300 $a3 parts in 1 :$bdiagrams ;$c27 cm
336 $atext$btxt$2rdacontent
337 $aunmediated$bn$2rdamedia
500 $a"Highway research project sponsored by the State Roads Commission of Maryland at the Johns Hopkins University."
504 $aBibliography: pt. 1, p. 65.
505 0 $aPt. 1. Two span continuous beams, constant moment of inertia.--pt. 2. Three span continuous beams, constant moment of inertis.--pt. 3. Four span continuous beams, constant moment of inertia.
650 0 $aGirders.$0http://id.loc.gov/authorities/subjects/sh85055003
700 1 $aAbrams, Joel I.,$eauthor.$4http://id.loc.gov/vocabulary/relators/aut$0http://id.loc.gov/authorities/names/no2011162197
852 80 $boff,eng$h624.2 B69