# Design and Drawing of Reinforced Concrete Structures

 Course Code : ULZ0166 Author : uLektz University : General for All University Regulation : 2017 Categories : General Engineering Format : ePUB3 (DRM Protected) Type : eBook

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Description :Design and Drawing of Reinforced Concrete Structures of ULZ0166 covers the latest syllabus prescribed by General for All University for regulation 2017. Author: uLektz, Published by uLektz Learning Solutions Private Limited.

Note : No printed book. Only ebook. Access eBook using uLektz apps for Android, iOS and Windows Desktop PC.

##### Topics
###### UNIT – I INTRODUCTION AND LIMIT STATE DESIGN

1.2 Dead, live, wind and earthquake loads-Elastic theory, design constants, modular ratio, neutral axis depth and moment of resistance-Balanced, under-reinforced and over-reinforced sections-Working stress method of design of singly and doubly reinforced beams.

1.3 Limit State Design: Concepts of limit state design -Basic statistical principles -Characteristic loads -Characteristic strength

1.4 Partial load and safety factors -Representative stress-strain curves for cold worked deformed bars and mild steel bars-Assumptions in limit state design -Stress - block parameters – limiting moment of Resistance.

###### UNIT – II DESIGN FOR FLEXURE

2.1 Design for Flexure: Limit state analysis and design of singly reinforced sections- effective depth

2.2 Moment of Resistance-Doubly reinforced and flanged (T and L) beam sections-Minimum depth for a given capacity-Limiting Percentage of Steel-Minimum Tension Reinforcement

2.3 Maximum Flexural Steel-Design of Flanged Sections (T&L)-Effective width of flange- Behavior- Analysis and Design.

###### UNIT – III DESIGN FOR SHEAR, TORSION AND BOND

3.1 Design for Shear, Torsion and Bond: Limit state analysis and design of section for shear and torsion - Concept of bond, anchorage and development length, I.S. code provisions. Design examples in simply supported and continuous beams, detailing.

3.2 Limit state design for serviceability: Deflection, cracking and code provision - Design of formwork for beams and slabs.

###### UNIT – IV DESIGN OF COMPRESSION MEMBERS

4.1 Design of Compression members: Effective length of a column-Design of short and long columns – under axial loads, uniaxial bending and biaxial bending

4.2 Braced and un-braced columns – I S Code provisions.

###### UNIT – V FOOTINGS

5.1 Footings: Different types of footings

5.2 Design of isolated and combined footings - rectangular and circular footings subjected to axial loads, uni-axial and bi-axial bending moments.

###### UNIT – VI SLABS

6.1 Slabs: Classification of slabs - Design of one - way slabs, two - way slabs, and continuous slabs using IS Coefficients (conventional)

6.2 Design of waist-slab staircase.