STRUCTURAL ANALYSIS-II

ANALYSIS OF INDETERMINATE STRUCTURES.

Ratings 4.40 / 5.00
STRUCTURAL ANALYSIS-II

What You Will Learn!

  • INTRODUCTION.
  • ASSUMPTIONS.
  • SIGN CONVENTIONS.
  • DERIVATION OF SLOPE DEFLECTION EQUATIONS.
  • NUMERICALS ON BEAMS AND FRAMES.

Description

1. ANALYSIS OF CONTINUOUS BEAMS: Introduction, Sign convention, Development of slope-deflection equations, Analysis of continuous beams without support settlement and rotation.

Numerical Without Settlement and Rotation:

  1. Continuous beam with fixed support at both ends.

  2. Continuous beam with fixed support at one end and hinge/roller at other.

  3. Continuous beam with fixed support at both end and overhang at other.

  4. Continuous beam with three span.

2. ANALYSIS OF CONTINUOUS BEAMS: Introduction, Sign convention, Development of slope-deflection equations, Analysis of continuous beams with support settlement and rotation.

Numerical With Settlement and Rotation:

  1. Continuous beam with fixed support at both ends.

  2. Continuous beam with fixed support at one end and hinge/roller at other.

  3. Continuous beam with fixed support at both end and overhang at other.

  4. Continuous beam with three span.


3. ANALYSIS OF RIGID FRAMES: Introduction, Sign convention, Development of slope-deflection equations, Analysis of rigid frames without subjected to sway.

Numerical Without Sway:

  1. Frames with uniform loading.

  2. Frames with same support on column.

  3. Frames with axis of symmetry.

  4. Frames without axis of symmetry.


4. ANALYSIS OF RIGID FRAMES: Introduction, Sign convention, Development of slope-deflection equations, Analysis of rigid frames with subjected to sway.

Numerical Without Sway:

  1. Frames with uniform loading.

  2. Frames with same support on column.

  3. Frames with axis of symmetry.

  4. Frames without axis of symmetry.

Who Should Attend!

  • ALL THE CIVIL ENGINEERING STUDENTS AND GRADUATES.

TAKE THIS COURSE

Tags

  • Structural Engineering

Subscribers

172

Lectures

46

TAKE THIS COURSE