|
|
|
|
| LEADER |
01876ctm a2200313Ia 4500 |
| 001 |
712c783d-d03e-4e5c-bd89-c3623d562ce6 |
| 005 |
20230506000000.0 |
| 008 |
911017s1955 paua b 000 0 eng d |
| 035 |
|
|
|a (OCoLC)24578071
|
| 040 |
|
|
|a AFM
|c AFM
|d LYU
|
| 049 |
|
|
|a LYUU
|
| 090 |
|
|
|a TA7
|b .L4r no.223.11
|
| 092 |
|
|
|a 620.6
|b F919 no.223.11
|
| 100 |
1 |
|
|a Smislova, A.
|
| 245 |
1 |
0 |
|a Static tests on prestressed concrete beams using 7/16" strands /
|c by A. Smislova.
|
| 260 |
|
|
|a Bethlehem, Pa. :
|b Fritz Engineering Laboratory, Dept. of Civil Engineering and Mechanics, Lehigh University,
|c 1955.
|
| 300 |
|
|
|a 22 leaves :
|b ill. ;
|c 28 cm.
|
| 440 |
|
0 |
|a Prestressed concrete bridge members.
|p Progress report ;
|v 11
|
| 490 |
1 |
|
|a Fritz Laboratory Report ;
|v no. 223.11
|
| 500 |
|
|
|a "June 20, 1955."
|
| 500 |
|
|
|a "This work has been carried out as part of an investigation sponsored by the following: American Steel & Wire Division of U.S. Steel, Concrete Products Company of America, Lehigh University, Pennsylvania State Highway Department, Reinforced Concrete Research Council, John A. Roebling's Sons Corporation, U.S. Bureau of Public Roads."
|
| 500 |
|
|
|a "Lehigh University Institute of Research."
|
| 504 |
|
|
|a Includes bibliographical reference (leaf 22).
|
| 650 |
|
0 |
|a Prestressed concrete beams
|x Testing.
|
| 710 |
2 |
|
|a Fritz Engineering Laboratory.
|
| 710 |
2 |
|
|a Lehigh University.
|b Institute of Research.
|
| 830 |
|
0 |
|a Fritz Engineering Laboratory report ;
|v 223.11.
|
| 999 |
1 |
0 |
|i 712c783d-d03e-4e5c-bd89-c3623d562ce6
|l 933848
|s US-PBL
|m static_tests_on_prestressed_concrete_beams_using_7_16_strands______________1955_______fritzt________________________________________smislova__a________________________e
|
| 999 |
1 |
1 |
|l 933848
|s ISIL:US-PBL
|i Lehigh
|t BKS
|a Unknown - Ask at Front Desk
|b 39151008404671
|c 620.6 F919 no.223.11
|d Dewey Decimal classification
|x book
|p UNLOANABLE
|