An elastic analys& is presented for walls supported by simple beams with or without an overhang. The wall is idealised into a set of equispaced vertical stringers, which carry direct load, with shear carrying panels between them. Any distribution of vertical superload can be considered and the effec
An alternative analysis model for composite wall-beam systems
β Scribed by M. Papia
- Publisher
- Elsevier Science
- Year
- 1989
- Tongue
- English
- Weight
- 623 KB
- Volume
- 32
- Category
- Article
- ISSN
- 0045-7949
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