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## University of Mumbai Semester 7 (BE Fourth Year) Limit State Method for Reinforced Concrete Structures Revised Syllabus

University of Mumbai Semester 7 (BE Fourth Year) Limit State Method for Reinforced Concrete Structures and their Unit wise marks distribution

### Units and Topics

# | Unit/Topic | Marks |
---|---|---|

100 | Ultimate Load Method | - |

200 | Limit State Method | - |

300 | Limit State of Collapse – Flexure | - |

400 | Design of Slabs | - |

500 | Limit State of Collapse – Compression | - |

600 | Design of Foundations | - |

Total | - |

## Syllabus

100 Ultimate Load Method

- Brief introduction to fundamentals of ultimate strength theory: curved stress distribution, compressive stress block, simplified rectangular stress block as per Whitney’s approach, ultimate moment of resistance of singly reinforced section and doubly reinforced sections

200 Limit State Method

- Introduction to limit state method of design as per IS 456 (latest edition): concepts of probability and reliability, characteristic loads, characteristic strength, partial safety factors for loads and materials, introduction to various limit states.

300 Limit State of Collapse – Flexure

- Limit state of collapse in flexure, shear and Limit state of serviceability in deflection and cracking, design of singly and doubly reinforced rectangular and T sections for flexure, design of members in shear and bond, design of beam subjected to bending and torsion.
- Requirements governing reinforcement detailing.

400 Design of Slabs

- Design of one way and two way slabs

500 Limit State of Collapse – Compression

Limit state of collapse compression for short and slender column. Members subjected to combined axial and uni-axial as well as biaxial bending.

Development of interactive curves and their use in column design.

600 Design of Foundations

- Isolated square and rectangular footings subjected to axial load and moments.
- Design of combined rectangular pad footings, slab beam type footing and strap footing.

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