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Fire resistance of concrete columns

✍ Scribed by W.A. Hull; S.H. Ingberg


Publisher
Elsevier Science
Year
1925
Tongue
English
Weight
166 KB
Volume
200
Category
Article
ISSN
0016-0032

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πŸ“œ SIMILAR VOLUMES


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✍ Lea, F. C. πŸ“‚ Article πŸ“… 1922 πŸ› Wiley (John Wiley & Sons) βš– 260 KB

## IL r i ~r sites reported on f:ivoursbly by the ellgineers retained 'by tho ~~O V O committee, oilly 0110 \t\*aS estimntcd to produco over 30,000 kw., nnd only two 0 ~1 ' 20,000 kw., the nrcrngc power of tlio ten sites killg about 10,oOO kw. I n U'nles, of tIro five sites rei'ortcd on, only on0

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Tall building columns are subjected to high axial loads particularly at lower levels. In zones of high seismicity, these columns have to maintain their axial load carrying capacity during an earthquake. Conventional ordinary reinforced concrete, structural steel and concrete filled tube columns are

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