<p>This thesis involves the consideration of the reinforced concrete beam as a composite beam with incomplete interaction. The flexual carrying capacity of the remaining uncracked portion, and the distribution of shear stress throughout the depth of a cracked beam are studied analytically.</p> / Master of Engineering (ME)
| Identifer | oai:union.ndltd.org:mcmaster.ca/oai:macsphere.mcmaster.ca:11375/13361 |
| Date | 12 1900 |
| Creators | Baig, Ahmad Anis |
| Contributors | Robinson, H., Civil Engineering |
| Source Sets | McMaster University |
| Detected Language | English |
| Type | thesis |
Page generated in 0.0027 seconds