University of Mumbai Syllabus For Semester 7 (BE Fourth Year) Limit State Method for Reinforced Concrete Structures: Knowing the Syllabus is very important for the students of Semester 7 (BE Fourth Year). Shaalaa has also provided a list of topics that every student needs to understand.

The University of Mumbai Semester 7 (BE Fourth Year) Limit State Method for Reinforced Concrete Structures syllabus for the academic year 2021-2022 is based on the Board's guidelines. Students should read the Semester 7 (BE Fourth Year) Limit State Method for Reinforced Concrete Structures Syllabus to learn about the subject's subjects and subtopics.

Students will discover the unit names, chapters under each unit, and subtopics under each chapter in the University of Mumbai Semester 7 (BE Fourth Year) Limit State Method for Reinforced Concrete Structures Syllabus pdf 2021-2022. They will also receive a complete practical syllabus for Semester 7 (BE Fourth Year) Limit State Method for Reinforced Concrete Structures in addition to this.

## 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

### University of Mumbai Semester 7 (BE Fourth Year) Limit State Method for Reinforced Concrete Structures Course Structure 2021-2022 With Marking Scheme

# | Unit/Topic | Weightage |
---|---|---|

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

- 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

- 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.

- 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.

- Design of one way and two way slabs

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.

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