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151008s1930 xxu d |
| 035 |
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|a (Sirsi)sc99901315
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|a (Sirsi)sc99901315
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|a (Sirsi)1315
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| 092 |
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|a 620.6
|b F919 no.147.2
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| 100 |
1 |
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|a Slater, Willis Appleford,
|d 1878-1931.
|u Lehigh University.
|
| 245 |
1 |
0 |
|a New series of tests compares beam and control-cylinder stresses :
|b maximum compressive stresses agree with straight-line formula results -- beam stresses at failure considerably larger than ultimate strength of control cylinders /
|c by Willis A. Slater and Inge Lyse.
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| 264 |
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1 |
|a 1930.
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| 300 |
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|a 2 pages :
|b illustrations ;
|c 28 cm.
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| 336 |
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|a text
|b txt
|2 rdacontent
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| 337 |
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|a unmediated
|b n
|2 rdamedia
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| 338 |
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|a volume
|b nc
|2 rdacarrier
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| 490 |
1 |
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|a Fritz Engineering Laboratory ;
|v no.147.2
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| 500 |
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|a Reprinted by Portland Cement Association from Engineering News-Record, July 17, 1930.
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| 590 |
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|a Lehigh Authors Collection.
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| 590 |
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|a Lehigh Faculty Author Publication.
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| 650 |
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|a Concrete beams.
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| 650 |
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0 |
|a Strains and stresses.
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| 700 |
1 |
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|a Lyse, Inge,
|d 1898-
|u Lehigh University.
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| 710 |
2 |
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|a Fritz Engineering Laboratory.
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| 710 |
2 |
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|a Lehigh University.
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| 830 |
|
0 |
|a Fritz Engineering Laboratory report ;
|v no.147.2
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| 999 |
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|i e60de59c-f115-4958-a6f9-70bfec2171a8
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|s US-PBL
|m new_series_of_tests_compares_beam_and_control_cylinder_stressesmaximum_____1930____________a________________________________________slater__willis_apple_______________p
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| 999 |
1 |
1 |
|l 360833
|s ISIL:US-PBL
|i Lehigh
|t BKS
|a Special Collections
|b 39151009011681
|c 620.6 F919 no.147.2 1930
|d Dewey Decimal classification
|x room-use
|p UNLOANABLE
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| 999 |
1 |
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|l 360833
|s ISIL:US-PBL
|i Lehigh
|t BKS
|a Special Collections
|b 360833-1001
|c L S631n
|d Other scheme
|x room-use
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