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Syllabus
UNIT – I
Types of structural steel – Mechanical properties of steel – Concepts of plasticity – yield
strength -Loads and Stresses – Local buckling behavior of steel. Concepts of limit State Design –
Different Limit States
– Load combinations for different Limit states – Design Strengths- deflection limits – serviceability –
stability check;
Connections: Design of Connections– Different types of connections – Bolted connections –Design
strength
– efficiency of joint
Welded connections: Advantages and disadvantages – Strength of welds-Butt and fillet welds:
Permissible stresses – IS Code requirements. Design of fillet weld subjected to in-plane moment
acting in the plane and at right angles to the plane of the joints.
All units i.e. from unit II to unit-VI to be taught in Limit State Design and in Welded
connections only.
UNIT – II
Plastic Analysis; Plastic moment – Plastic section modulus – Plastic analysis of continuous beams
Beams: Allowable stresses, design requirements as per IS Code-Design of simple and compound
beams-Curtailment of flange plates, Beam to beam connection, check for deflection, shear, buckling,
check for bearing, laterally unsupported beams.
UNIT –III
Compression and Tension Members: Effective length – Slenderness ratio – permissible
stresses. Design of compression members, and struts. Built up compression members – Design of
lacings and battens. Design Principles of Eccentrically loaded columns, Splicing of columns.
Roof Truss Element: Different types of trusses – Design loads – Load combinations as per IS Codes
–Design of simple roof trusses involving design of purlins, rafters and joints – tubular trusses.
UNIT – IV
Design of Column Foundations: Design of slab base and gusseted base. Column bases
subjected moment.
UNIT – V
Design of Plate Girder: Design consideration – I S Code recommendations Design of
plate girder – Welded – Curtailment of flange plates, stiffeners – splicing and connections. Design of
Gantry Girder: impact factors – longitudinal forces, Design of Gantry girders
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