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Unit - 1 Introduction

Unit 1

Introduction

1.1 Introduction

1.2 Advantage and Disadvantages of steel structure

1.3 Structural steel

1.4 Rolled steel section

1.5 Various Types of Loads

1.6 Design Philosophies

1.7 Limit State Method LSM

1.8 Limit State of Strength and Serviceability

1.9 Probabilistic basis for design Riveted Bolted and Pinned Connection

1.10 Assumption of welded connection

1.11 Types of welded connection

1.12 Design of fillet weld intermittent fillet weld plug and slot weld

1.13 Failure of welded joints

1.14 Welded joints Vs bolted and riveted joints

Unit - 2 Tension Members

Unit 2

Tension Member

2.1 Tension member

2.2 Types

2.3 Net crosssectional area

2.4 Types of failure

2.5 Slenderness Ratio

2.6 Design of tension member

2.7 Gusset plate

Unit - 3 Compression Members

Unit 3

Compression Member

3.1 Compression member

3.2 Effective length

3.3 Slenderness ratio

3.4 Types of cross section

3.5 Classification of cross section

3.6 Design of axially loaded compression member

3.7 Lacing

3.8 Battening

3.9 Design of columns bases

3.10 Design of foundation bases

Unit - 4 Design Of Beams

Unit 4

Design of beams

4.1 Design of Beams

4.2 Types of Cross Section

4.3 Lateral Stability of beams

4.4 Lateral Torsional buckling

4.5 Shear and bending strength

4.6 Web buckling and web crippling

4.7 Deflection

4.8 Design procedure

Unit - 5 Plate Girders

Unit 5

Plate girder

5.1 Plate girder various elements and design of components Eccentric and moment connection

5.2 Roof trusses

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