Book Index
- Introduction To Steel Structure
- Common steel structures
- Nature of steel
- Rolled steel sections
- Special conditions in steel design
- Limit state method
- Partial safety factors for loads
- Partial safety factor for material strength
- Bolted Connection
- Classification of bolts
- Definitions of terms used in bolts and bolted connections
- Advantages and disadvantages of bolted connections
- Types of bolt joints
- Failure of bolted joints
- Design strength of bolt
- Efficiency of joint
- Welded Connection
- Advantages and disadvantages of welded joints
- Types of welded connections
- Important specifications for welding
- Eccentric connection
- Combined axial and shear stress
- Eccentric connection when torque is longitudinal to weld plain
- Difference between fillet and butt weld
- Comparison between welded and riveted joints
- Design Of Tension Members
- Net sectional area
- Net effective sectional area of angular and tee section in tension
- Design strength of a tension member
- Design procedure of tension members
- Compression Members
- Effective length of compression member
- Permissible stresses in compression members
- Angle struts
- Design of axially loaded compression members
- Builtup compression member
- Lacing and batten column
- Column Bases
- Types of column bases
- Design Of Beams
- Ideal stress strain curve for mild steel
- Theorems of plastic analysis
- Methods of plastic analysis
- Web buckling
- Web crippling
- Factors affecting plastic moment capacity
- Design of laterally restrained beams
- Roof Trusses
- Basic components of roof truss
- Types of loads
- Design of purlins
- Plate Girder
- Various components of plate girder
- Loads on plate girder
- Stiffeners
- Appendix
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