The elastic effect of spandrels and columns on the moments in slabs due to vertical loads
This thesis will be concerned with the comparison of results obtained from the mathematical and experimental solution of flat plates supported by beams and columns. The experimental solution is taken from a thesis by John W. Flemer,¹ also for the degree of Master of Science in Architectural Engineer...
| Main Author: | |
|---|---|
| Other Authors: | |
| Format: | Others |
| Language: | en_US |
| Published: |
Virginia Polytechnic Institute
2015
|
| Subjects: | |
| Online Access: | http://hdl.handle.net/10919/53491 |