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Dr A.P.J. Abdul Kalam Technical University, UP (AKTU)
Civil Engineering
Design of Structure-III
Dr A.P.J. Abdul Kalam Technical University, UP (AKTU), Civil Engineering Semester 7, Design of Structure-III Syllabus
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Unit - 1 Introduction To Steel Structures
Unit 1
Introduction to steel structures
1.1 Introduction to steel structures
1.2 Advantages and Disadvantages of Steel as a Structural Material.
1.3 Stress‐Strain Curve for Mild Steel
1.4 Rolled Steel Sections
1.5 Convention for Member Axes
1.6 Loads Dead Load Live Loads Environmental Loads Seismic Forces Snow and Rain Loads Erection Loads
1.7 Basis for Design
1.8 Design Philosophies
1.9 Local Buckling of Plate Elements
1.10 Introduction to Limit State
1.11 Design Limit States of Strength Limit States of Serviceability Actions Loads Probabilistic Basis for Design
Unit - 2 Introduction to Riveted, Bolted and Pinned Connections
Unit 2
Introduction to Riveted Bolted and Pinned Connections
2.1 Introduction to Riveted Bolted and Pinned Connections
2.2 Riveted Connections Patterns of Riveted Joints
2.3 Bolted Connections
2.4 Types of Bolts
2.5 Types of Bolted Joints
2.6 Load Transfer Mechanism
2.7 Failure of Bolted Joints
2.8 Specification for Bolted Joints
2.9 Bearing‐Type Connections
2.10 Prying Action
2.11 Tensile Strength of Plate
2.12 Efficiency of the Joint
2.13 Combined Shear and Tension
2.14 Slip‐Critical Connections
2.15 Combined Shear and Tension for Slip‐Critical Connections
2.16 Working Load Design
2.17 Design of eccentric bolted connections
2.18 Simple Welded Connections Types Symbols
2.19 Welding Process
2.20 Weld Defects
2.21 Inspection of Welds
2.22 Assumptions in the Analysis of Welded Joints
2.23 Design of Groove Welds
2.24 Design of Fillet Welds
2.25 Fillet Weld Applied to the Edge of a Plate or Section
2.26 Fillet Weld for Truss Members
2.27 Design of Intermittent Fillet Welds Plug and Slot Welds
2.28 Stresses Due To Individual Forces Combination of Stresses
2.29 Failure of Welds
2.30 Distortion of Welded Parts
2.31 Fillet Weld Vs Butt Weld
2.32 Welded Jointed Vs Bolted and Riveted Joints
2.33 Design of eccentric welded connections
Unit - 3 Introduction to Tension Members
Unit 3
Introduction to Tension Members
3.1 Introduction to Tension Members
3.2 Types of Tension Members
3.3 Net Sectional Area and Effective Net Area
3.4 Types of Failure
3.5 Design Strength of Tension Members
3.6 Slenderness Ratio λ Displacement
3.7 Design of Tension Member
3.8 Lug Angles
3.9 Splices
3.10 Gusset Plate
Unit - 4 Introduction to Compression Members
Unit 4
Introduction to Compression Members
4.1 Introduction to Compression Members
4.2 Effective Length
4.3 Slenderness Ratio λ
4.4 Types of Sections
4.5 Types of Buckling
4.6 Classification of Cross Sections
4.7 Column Formula
4.8 Design Strength
4.9 Design of Axially Loaded Compression Members
4.10 Built‐Up Columns Latticed Columns
4.11 Lacing
4.12 Batten
4.13 Compression Member Composed of Two Components Back‐to‐Back
4.14 Splices
4.15 Design of Column Bases
Unit - 5 Introduction to Beams
Unit 5
Introduction to Beams
5.1 Introduction to Beams
5.2 Types of Sections
5.3 Behaviour of Beam in Flexure
5.4 Section Classification
5.5 Lateral Stability of Beams
5.6 Lateral‐Torsional Buckling
5.7 Bending Strength of Beams
5.8 Laterally Supported Beams
5.9 Laterally Unsupported Beams
5.10 Shear Strength of Beams
5.11 Web Buckling
5.12 Bearing Strength
5.13 Web Crippling
5.14 Deflection
5.15 Design Procedure of Rolled Beams Built‐Up Beams Plated Beams
5.16 Purlins
5.17 Beam Bearing Plates
5.18 Effect of Holes in Beam
5.19 Introduction to Plate Girder
5.20 Introduction to Gantry Girder
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Other Subjects of Semester-1
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