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|a AR-BaUAD
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| 041 |
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|a eng
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| 044 |
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|c us
|2 ISO3166-1
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| 110 |
2 |
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|a National Lumber Manufacturers Association (Washington)
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| 245 |
1 |
0 |
|a Wood structural design data
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| 250 |
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|a 2.ed.
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| 260 |
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|a Washington :
|b National lumber association,
|c 1939
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| 300 |
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|a v :
|b il., tablas, diagrs.
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| 500 |
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|a "References": p. 296.
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| 505 |
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|a v.1: How to use the editions of Wood structural design data-volume 1 and supplements 1 to 7 -- Supplement 1: Working stresses for stress-grade lumber. Washington 1946 -- Supplement 3: Maximun spans for joists and rafters. Washington 1946 -- Supplement 5: Wood trusses; stress coefficients, lemgth coefficients and angles. Washington 1946 -- Supplement 7: Stud walls; safe axial loads. Washington 1939 -- National design specification for stress-grade lumber and its fastenings. Washington c1944.
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| 653 |
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|a ARQUITECTURA
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| 653 |
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|a MADERA
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| 653 |
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|a CONSTRUCCION
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| 653 |
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|a MATERIALES DE CONSTRUCCION
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| 655 |
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|a TEXTO
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| 852 |
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| 990 |
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|a Ej. No1 : 1130 . 31/12/1947 -- por transf. FCEFN --
|b ADM
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|a CO193
|b TD
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| 990 |
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|a AAQ00001130
|b CC
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| 998 |
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|a AAQ
|b Bibun 76
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