Studies on Composite Beams |
Author(s): |
| P.Prakash , Bannari Amman Institute Of Technology; Dr.N.Arunachalam, Bannari Amman Institute Of Technology; K.Jayakarthik, Bannari Amman Institute Of Technology; M.Narmadha, Karpagam Academy Of Higher Education |
Keywords: |
| Composite, Prestress, RCC, Steel |
Abstract |
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In this investigation an attempt has been made to study various aspects in the design of RCC-Steel and RCC-PSC (T-section) composite beams. The RCC-Steel, RCC-PSC (T-section) composite beams have been designed for the following parameters: Live Load: 2kN/m2, 3kN/m2, 4kN/m2, 10kN/m2, 15kN/m2, 20kN/m2, Spans: 10m, 15m, 18m, 20m, 22m, Spacing: 0.5m, 1m, 1.5m, 2m, 3m, 4m, 5m, Grade of concrete: M20 for RCC and M40 for PSC, Steel Used: Fe 415 steel and 5mm HTS wires. The designs were carried out manually and using MS-Excel program. IS-456:2000 code, IS-1343:1980 code, IS-800:2007 code, IS-3935:1966 code and IS-11384:1985 code have been used for design. |
Other Details |
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Paper ID: IJSRDV4I11101 Published in: Volume : 4, Issue : 1 Publication Date: 01/04/2016 Page(s): 946-951 |
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