LDR | |
00963nam a2200241Ia 4500 |
001 |
|
012309899 |
003 |
|
MiAaHDL |
005 |
|
20131203120000.0 |
006 |
|
m d |
007 |
|
cr bn ---auaua |
008 |
|
910920s1890 paua 000 0 eng d |
035 |
⊔ |
⊔ |
‡asdr-osu.b32643858
|
035 |
⊔ |
⊔ |
‡asdr-nyp.b138058581
|
035 |
⊔ |
⊔ |
‡a.b32643858
|
040 |
⊔ |
⊔ |
‡aIWA
‡cIWA
‡dWaOLN
|
049 |
⊔ |
⊔ |
‡aOSUU
|
090 |
⊔ |
⊔ |
‡aTA465
‡b.R64
|
035 |
⊔ |
⊔ |
‡a(OCoLC)24425132
|
245 |
0 |
0 |
‡aWrought iron and steel in construction :
‡bconvenient rules, formulae, and tables for the strength of wrought iron and steel shapes used as beam, struts, shafts, etc. /
‡cA. & P. Roberts Co., Pencoyd Bridge and Construction Co.
|
250 |
⊔ |
⊔ |
‡a6th ed. rev. and enlarged.
|
260 |
⊔ |
⊔ |
‡a[Philadelphia, Pa. :
‡bThe Company?],
‡c1890.
|
300 |
⊔ |
⊔ |
‡a208 p. :
‡bill. ;
‡c18 cm.
|
538 |
⊔ |
⊔ |
‡aMode of access: Internet.
|
650 |
⊔ |
0 |
‡aBuilding, Iron and steel
‡vTables.
|
650 |
⊔ |
0 |
‡aSteel, Structural.
|
710 |
2 |
⊔ |
‡aPencoyd Iron Works.
|
CID |
⊔ |
⊔ |
‡a012309899
|
DAT |
0 |
⊔ |
‡a20000927165628.4
‡b20131203120000.0
|
DAT |
1 |
⊔ |
‡a20140116115110.0
‡b2023-10-05T17:45:09Z
|
CAT |
⊔ |
⊔ |
‡aSDR-OSU
‡dIII - SIERRA
‡lloader.pl-003-009
|
FMT |
⊔ |
⊔ |
‡aBK
|
HOL |
⊔ |
⊔ |
‡0sdr-osu.b32643858
‡aosu
‡bSDR
‡cOSU
‡posu.32435014380646
‡sOU
‡1.b32643858
|
974 |
⊔ |
⊔ |
‡bOU
‡cOSU
‡d20231005
‡sgoogle
‡uosu.32435014380646
‡y1890
‡rpd
‡qbib
‡tUS bib date1 < 1929
|
974 |
⊔ |
⊔ |
‡bNYP
‡cNYP
‡d20230809
‡sgoogle
‡unyp.33433087579797
‡y1890
‡rpd
‡qbib
‡tUS bib date1 < 1929
|