Book Details

DESIGN AND DRAWING OF REINFORCED CONCRETE STRUCTURES

DESIGN AND DRAWING OF REINFORCED CONCRETE STRUCTURES

Published by uLektz

Course Code:RT31013

Author:uLektz

University: JNTU Kakinada

Regulation:2013

Categories:Civil

Format : ico_bookePUB3 (DRM Protected)

Type :eBook

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Description :DESIGN AND DRAWING OF REINFORCED CONCRETE STRUCTURES of RT31013 covers the latest syllabus prescribed by JNTU Kakinada for regulation 2013. 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

1.1 Introduction: Working stress method Design codes and handbooks, loading standards

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.

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