<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 |
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