BMC Lecture-5-Design of Slabs and Beams

20
By M. G. Gadgil Lecture -5 Design of basic structural elements Slab and Beams

description

very useful

Transcript of BMC Lecture-5-Design of Slabs and Beams

  • ByM. G. Gadgil

    Lecture -5 Design of basic structural elementsSlab and Beams

  • Contents. Design of slab (Edge supported ). Design of beams. Demo using ETABS and STAAD and SAFE / CYPE

  • Design of slabs (edge supported)One way and two way actionBasic behaviour of slabsCalculation of bending momentCalculation of shearCalculation of deflectionsShort term and long term deflection

  • Design of slabs (edge supported)One way and two way action

  • Design of slabs (edge supported)Basic behaviour of slabs Governing equation for slab as a two dimensional structure is given below

  • Design of slabs (edge supported)Calculation of bending moment

  • Torsional moment

  • Design of slabs (edge supported)Calculation of shear

  • Design of slabs (edge supported)Calculation of deflections

  • Design of slabs (edge supported)Short term and long term deflection

  • Design of Beams.Design for bending moment

  • Design of Beams.Design for shear

  • Design of Beams.Design for torsion

  • Design of Beams.Design for ductility

  • Design of Beams.Design for serviceabilty

  • Design of Beams.Redistribution of moments

  • Design of Beams.Design of link beams ( beams connecting shear walls)

  • Design of Beams.Releasing of beams for BM and torsion

  • Demo of design of RCC beam and slab using ETABS and SAFE / CYPE