HOD Department of Information Technology, SVMIT,Bharuch
| Author(s) | : | Bhadresh P.Vaghasiya, Hiten L.Kheni |
| Institution | : | Civil Department, Chhotubhai Gopalbhai Patel Insttitue Of Technology |
| Published In | : | Vol. 1, Issue 11 — November 2014 |
| Page No. | : | 14-17 |
| Domain | : | Engineering |
| Type | : | Research Paper |
| ISSN (Online) | : | 2348-4470 |
| ISSN (Print) | : | 2348-6406 |
Beam less floor directly resting on support (column and/ wall) is known as at slab. Because of this, largebending moment and shear force is developed in the slab, near the column, these stresses produce concrete cracking an dmay lead to the slab failure, hence there is a need to increase the area at top of column to withstand the stresses. Thisenlarged truncated portion at the top of column is known as column head/ column capital.Flat slabs are subjected to gravity and lateral loads. Gravity load analysis of flat slab is carried out by DirectDesign Method (DDM) and Equivalent Frame Method (EFM) as prescribed by different standards, however finiteelement analysis and equivalent frame method of at slab is carried out for gravity loads using software SAFE (SlabAnalysis by Finite Element Method and Equivalent Frame Method).
Bhadresh P.Vaghasiya, Hiten L.Kheni, “HOD Department of Information Technology, SVMIT,Bharuch”, International Journal of Advance Engineering and Research Development (IJAERD), Vol. 1, Issue 11, pp. 14-17, November 2014.
