## 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
Fire resistance of concrete columns
β 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
No coin nor oath required. For personal study only.
π SIMILAR VOLUMES
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
A single resistance factor is used in typical steel design recommended by the American Institute of Steel Construction. In most cases, the steel shapes are homogeneous and isotropic. Hence, a single resistance factor is sufficient. However, in the case of composite sections, such as concrete-encased