Design of Construction Structure.pdf

These pdf files so much applies to various engineering disciplines, mechanical engineering, structural, civil engineering and more. Here you can learn about strength of materials, beams, concretes, constructions all are presented with examples, huge tasks exercises, and conclusions. Each pdf file covers one construction structure lesson!

Table of contents as well as download links:

• Module 1 Objectives and Methods of Analysis and Design, and Properties of Concrete and Steel
  • Lesson 1 Objectives and Methods of Analysis and Design [ Objectives of the Design of Reinforced Concrete Structures ~ Method of Design ~ Analysis of Structures ~ Design Loads ~ Loads and Forces ]
  • Lesson 2 Properties of Concrete and Steel [ Properties of Concrete ~ Workability and Durability of Concrete ~ Properties of Steel ~ Other Important Factors ~ Concluding Remarks ]
• Module 2 Philosophies of Design by Limit State Method
  • Lesson 3 Philosophies of Design by Limit State Method [ Limit State Method ~ Analysis ~ Concluding Remarks ]
• Module 3 Limit State of Collapse - Flexure (Theories and Examples)
  • Lesson 4 Computation of Parameters of Governing Equations [ Singly Reinforce Rectangular Beams ~ Equations of Equilibrium ~ Computations of C and T ]
  • Lesson 5 Determination of Neutral Axis Depth and Computation of Moment of Resistance [ Computation of the Depth of Neutral Axis xu ~ Limiting Value of xu (= xu, max) ~ Values of dx,umax and pt, lim ~ Computation of Mu ~ Computation of Limiting Moment of Resistance Factor ]
  • Lesson 6 Numerical Problems on Singly Reinforced Rectangular Beams [ Types of Problems ~ Design Type of Problem ~ Design Problem 3.1 ~ Solution by Direct Computation Method ~ Use of Design Aids ~ Solution by using Design Aids Charts (SP-16) ~ Solution by using Design Aids Tables (SP-16) ~ Comparison of Results of Three Methods ~ Other Alternatives using Charts and Tables of SP-16 ]
  • Lesson 7 Numerical Problems on Singly Reinforced Rectangular Beams (Continued) [ Solution by Direct Computation Method - Problem 3.2 ~ Solution by Direct Computation Method - Problem 3.3 ~ Solution by Design Chart - Problems 3.2 and 3.3 ~ Solution by Design Tables - Problems 3.2 and 3.3 ~ Comparison of Results of Three Methods ]
• Module 4 Doubly Reinforced Beams - Theory and Problems
  • Lesson 8 Doubly Reinforced Beams - Theory [ Assumptions ~ Basic Principle ~ Determination of fsc and fcc ~ Minimum and maximum steel ~ Types of problems and steps of solution ]
  • Lesson 9 Doubly Reinforced Beams - Theory [ Numerical problems ]
• Module 5 Flanged Beams - Theory and Numerical Problems
  • Lesson 10 Flanged Beams - Theory [ Effective Width ~ Four Different Cases ~ Governing Equations ]
  • Lesson 11 Flanged Beams - Numerical Problems [ Analysis Type of Problems ~ Numerical Problems (Analysis Type) ~ Summary of Results of Examples 1-4 ~ Use of SP-16 for the Analysis Type of Problems ]
  • Lesson 12 Flanged Beams - Numerical Problems (Continued) [ Design Type of Problems ~ Numerical Problems ]
• Module 6 Shear, Bond, Anchorage, Development Length and Torsion
  • Lesson 13 Limit State of Collapse in Shear [ Failure Modes due to Shear ~ Shear Stress ~ Design Shear Strength of Reinforced Concrete ~ Critical Section for Shear ~ Enhanced Shear Strength of Sections Close to Supports (cl. 40.5 of IS 456) ~ Minimum Shear Reinforcement (cls. 40.3, 26.5.1.5 and 26.5.1.6 of IS 456) ~ Design of Shear Reinforcement (cl. 40.4 of IS 456) ~ Shear Reinforcement for Sections Close to Supports ~ Curtailment of Tension Reinforcement in Flexural Members (cl. 26.2.3.2 of IS 456) ~ Placement of Stirrups ]
  • Lesson 14 Limit State of Collapse in Shear - Numerical Problems [ Numerical Problems ]
  • Lesson 15 Bond, Anchorage, Development Length and Splicing [ Design Bond Stress Ï„bd ~ Development Length ~ Checking of Development Lengths of Bars in Tension ~ Derivation of the Limiting Ld (Eq. 6.13) ~ Anchoring Reinforcing Bars ~ Bearing Stresses at Bends (cl. 26.2.2.5 of IS 456) ~ Change in Direction of Reinforcement (cl. 26.2.2.6 of IS 456) ~ Reinforcement Splicing (cl. 26.2.5 of IS 456) ~ Numerical Problems ]
  • Lesson 16 Torsion in Beams - Limit State of Collapse [ Torsion in Reinforced Concrete Members ~ Analysis for Torsional Moment in a Member ~ Approach of Design for Combined Bending, Shear and Torsion as per IS 456 ~ Critical Section (cl. 41.2 of IS 456) ~ Reinforcement in Members subjected to Torsion ~ Requirements of Reinforcement ]
• Module 7 Limit State of Serviceability
  • Lesson 17 Limit State of Serviceability [ Short- and Long-term Deflections ~ Control of Deflection ~ Selection of Preliminary Dimensions ~ Calculation of Short-Term Deflection ~ Deflection due to Shrinkage ~ Deflection Due to Creep ]
• Module 8 Reinforced Concrete Slabs
  • Lesson 18 One-way Slabs [ One-way and Two-way Slabs ~ Design Shear Strength of Concrete in Slabs ~ Structural Analysis ~ Design Considerations ~ Design of One-way Slabs ~ Detailing of Reinforcement ]
  • Lesson 19 Two-way Slabs [ Two-way Slabs ~ Design Shear Strength of Concrete ~ Structural Analysis ~ Design Considerations ~ Design of Two-way Slabs ~ Detailing of Reinforcement ~ Numerical Problems ]
• Module 9 Staircases
  • Lesson 20 Types and Design of Staircases [ Types of Staircases ~ A Typical Flight ~ General Guidelines ~ Structural Systems ~ Effective Span of Stairs ~ Distribution of Loadings on Stairs ~ Structural Analysis ~ Illustrative Examples ]
• Module 10 Compression Members
  • Lesson 21 Definitions, Classifications, Guidelines and Assumptions [ Definitions ~ Classification of Columns Based on Types of Reinforcement ~ Classification of Columns Based on Loadings ~ Classification of Columns Based on Slenderness Ratios ~ Braced and unbraced columns ~ Longitudinal Reinforcement ~ Transverse Reinforcement ~ Pitch and Diameter of Lateral Ties ~ Helical Reinforcement ~ Assumptions in the Design of Compression Members by Limit State of Collapse ~ Minimum Eccentricity ]
  • Lesson 22 Short Axially Loaded Compression Members [ Further Assumptions Regarding the Strengths of Concrete and Steel ~ Governing Equation for Short Axially Loaded Tied Columns ~ Governing Equation of Short Axially Loaded Columns with Helical Ties ~ Illustrative Examples ]
  • Lesson 23 Short Compression Members under Axial Load with Uniaxial Bending [ Behaviour of Short Columns under Axial Load and Uniaxial Moment ~ Modes of Failure of Columns ~ Compressive Stress Block of Concrete when the Neutral Axis Lies Outside the Section ~ Determination of Compressive Stress Anywhere in the Section when the Neutral Axis Lies outside the Section ~ Compressive Stress Block of Concrete when the Neutral Axis is within the Section ~ Determination of Compressive Stress Anywhere in the Compressive Zone when the Neutral Axis is within the Section ~ Tensile and Compressive Stresses of Longitudinal Steel ]
  • Lesson 24 Preparation of Design Charts [ Design Parameters ~ Non-dimensional Equation of Equilibrium when k = , (Pure Axial Load) ~ Non-dimensional Equations of Equilibrium when Neutral Axis is Outside the Section (∞ > kD ≥ D) ~ Non-dimensional Equations of Equilibrium when the Neutral Axis is within the Section (kD <>
  • Lesson 25 Design of Short Columns under Axial Load with Uniaxial Bending [ Design Charts of SP-16 ~ Approximations and Limitations of Design Charts of SP-16 ~ Use of Design Charts in the Analysis Type of Problems ]
  • Lesson 26 Short Compression Members under Axial Load with Biaxial Bending [ Biaxial Bending ~ Interaction Surface ~ Limitation of Interaction Surface ~ IS Code Method for Design of Columns under Axial Load and Biaxial Bending ~ Solution of Problems using IS Code Method ]
  • Lesson 27 Slender Columns [ Concentrically Loaded Columns ~ Slender Columns under Axial Load and Uniaxial Moment ~ Effective Length of Columns ~ Determination of Sway or No Sway Column ~ Design of Slender Columns ~ Additional Moment Method ~ Illustrative Example ]
• Module 11 Foundations - Theory and Design
  • Lesson 28 Foundations - Theory [ Types of Foundation Structures ~ Safe Bearing Capacity of Soil ~ Depth of Foundation ~ Design Considerations ~ Distribution of Base Pressure ]
  • Lesson 29 Design of Foundations [ Numerical Problems ~ Practice Questions and Problems with Answers ]
• Module 12 Yield Line Analysis for Slabs
  • Lesson 30 Basic Principles, Theory and One-way Slabs [ Yield Line Theory ~ Assumptions ~ Rules for Yield Lines ~ Upper and Lower Bound Theorems ~ Methods of Analysis ~ Analysis of One-Way Slab ]
  • Lesson 31 Nodal Forces and Two-way Slabs [ Work Done by Yield Line Moments ~ Special Conditions at Edges and Corners ~ Two-way Slabs of Yield Pattern ]
  • Lesson 32 Two-way Rectangular, Square, Triangular and Circular Slabs [ Rectangular Slabs Simply Supported at Three Edges and Free at the Other Edge Considering Yield Pattern 1 ~ Rectangular Slabs Simply Supported at Three Edges and Free at the Other Edge Considering Yield Pattern 2 ~ Special Cases for Predicting Yield Patterns ~ Square Slabs with Forking Yield Pattern ~ Yield Lines of Fan Pattern ]
  • Lesson 33 Numerical Examples
• Module 13 Working Stress Method
  • Lesson 34 Rectangular Beams under Flexure [ Permissible Stresses in Concrete ~ Permissible Stresses in Steel Reinforcement ~ Permissible Shear Stress in Concrete Ï„c ~ Increase in Permissible Stresses ~ Assumptions for Design of Members by Working Stress Method ~ Modular Ratio m ~ Flexural Members - Singly Reinforced Sections ~ Balanced Section - Singly-Reinforced ~ Under-reinforced Section — Singly Reinforced ~ Doubly-Reinforced Beams ]
  • Lesson 35 Numerical Problems [ Numerical Problems ]
• Module 14 Tension Members
  • Lesson 36 Structural Requirements, Code Stipulations and Governing Equations [ Resistance to Cracking and Strength ~ IS Code Stipulations ~ Types of Tension Structures ~ Members Subjected to Axial Tension only ~ Members Subjected to Pure Flexure ~ Members Subjected to Combined Axial Tension and Moment. ]
  • Lesson 37 Numerical Problems
• Module 15 Redistribution of Moments
  • Lesson 38 Redistribution of Moments - Theory and Numerical Problems [ Two Span Beam ~ Recommendations of IS 456 ~ Explanations of the Conditions Stipulated in IS Code ]
• Module 16 Earthquake Resistant Design of Structures
  • Lesson 39 Seismic Effects, Material Behaviour and General Principles of Earthquake Resistant Design of Structures [ Direct and Indirect Seismic Effects ~ Behaviour of Concrete and Steel with High Intensity Repeated Axial Cyclic Loads. ~ Terminology for Earthquake Engineering ~ Bureau of Indian Standards for Earthquake Design ~ General Principles of Earthquake Resistant Design of Structures ~ Design Lateral Forces ~ Static Elastic Design ~ Dynamic Analysis ~ Objectives of Earthquake Resistant Design of Structures ~ Ductility and Ductile Detailing of Reinforcement ~ Practice Questions and Problems with Answers ]
  • Lesson 40 Ductile Design and Detailing of Earthquake Resistant Structures [ Displacement Ductility ~ Curvature Ductility ~ Rotational Ductility ~ Advantages of Ductility ~ Expressions of Ductility of Reinforced Concrete Rectangular Beams ~ Factors Influencing Ductility ~ Design for Ductility ~ Design for Shear in Flexural Members ~ Column and Frame Members Subjected to Bending and Axial Load ~ Special Confining Reinforcement ]