UNIT 1:
Influence lines for shear force and bending moment
Influence lines for reactions in statically determinate beams
Calculation of critical stress resultants due to concentrated moving loads – Case 1
Calculation of critical stress resultants due to concentrated moving loads – Case 1
Calculation of critical stress resultants due to distributed moving loads – Case 3
Calculation of critical stress resultants due to distributed moving loads – Case 1
Calculation of critical stress resultants due to concentrated moving loads - Case 2
Absolute maximum bending moment
Calculation of critical stress resultants due to distributed moving loads – Case 2
UNIT 2:
Muller Breslau’s principle
Influence line for Shearing force, Bending Moment and support reaction components of propped cantilever Beam. Case 1
Influence line for Shearing force, Bending Moment and support reaction components of propped cantilever Beam. Case 2
Influence line for Shearing force, Bending Moment and support reaction components of propped cantilever Beam. Case 3
Influence line for Shearing force, Bending Moment and support reaction components of continuous beams (Redundancy restricted to one). Case 1
Influence line for Shearing force, Bending Moment and support reaction components of continuous beams (Redundancy restricted to one). Case 2
Influence line for Shearing force, Bending Moment and support reaction components of continuous beams (Redundancy restricted to one). Case 3
Influence line for Shearing force, Bending Moment and support reaction components of fixed beam. Case 1
Influence line for Shearing force, Bending Moment and support reaction components of fixed beam. Case 2
UNIT 3:
Arches and types of arches
Arches and types of arches
Analysis of three hinged Arches
Analysis of two hinged arches – Case 1
Analysis of two hinged arches – Case 2
Analysis of Parabolic arches
Analysis of circular arches
Analysis of Settlement of arches.
Analysis of temperature effects in arches.
UNIT 4:
Anchorage of suspension cables
Anchorage of suspension cables Problems
Cables with three hinged stiffening girders
Cables with three hinged stiffening girders - Problems
Influence lines for three hinged stiffening girders.
UNIT 5:
Plastic theory and Statically indeterminate structures
Plastic moment of resistance
Plastic hinge and mechanism – collapse load
Static and kinematic methods
Upper and lower bound theorems
Plastic analysis of indeterminate beams and frames.
