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
✦ LIBER ✦
An elastic analysis for the composite action of walls supported on encastré beams and portal frames
✍ Scribed by A.L. Yettram; M.J.S. Hirst
- Publisher
- Elsevier Science
- Year
- 1974
- Weight
- 550 KB
- Volume
- 9
- Category
- Article
- ISSN
- 0007-3628
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✦ Synopsis
An elastic analysis is presented for walls supported by either encastr6 beam,s or complete portal frames. The wall is idealised into a set qf equi.s7~aced certical stringers, which carry direct load, with shear caro'ing panels between them. Any distribution of vertical superload can be considered and the qff~,ct qfl wall self-weight may be included. A series of cases is analysed and the results are compared with those predicted by other methods.
📜 SIMILAR VOLUMES
An elastic analysis for the composite ac
✍
A.L. Yettram; M.J.S. Hirst
📂
Article
📅
1971
🏛
Elsevier Science
⚖ 591 KB