STRUCTURAL ANALYSIS-II

Name: STRUCTURAL ANALYSIS-II
Rating: 4.4 (12 reviews)

ANALYSIS OF INDETERMINATE STRUCTURES.

Created byRAHUL NK

Last updated 5/2022

English

What you'll learn

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

Course content

4 sections • 46 lectures • 18h 1m total length

Introduction17:47

ASSUMPTIONS, SIGN CONVENTIONS, FIXED END MOMENTS31:06
Lecture 3: NUMERICAL PROBLEM-135:25
NUMERICAL PROBLEM-1-CONTINUATION29:11
NUMERICAL PROBLEM-227:09
NUMERICAL PROBLEM-324:24
Using slope-deflection equations, the lecture demonstrates solving fixed-end moments and joint rotations for a beam with sinking supports by forming and solving two equilibrium equations.
NUMERICAL PROBLEM-429:21
Solves a three-span continuous beam using the slope deflection method, calibrating fixities and applying equilibrium equations to compute end moments and rotations.
NUMERICAL PROBLEM-528:58
INTRODUCTION TO SWAY AND NON-SWAY FRAMES18:31
NUMERICAL PROBLEM-1-NON SWAY FRAME23:19
Analyze a non-sway frame using slope-deflection equations and equilibrium conditions with fixed supports to compute end moments at joints and develop a moment distribution diagram.
NUMERICAL PROBLEM-2-NON SWAY FRAME20:07
NUMERICAL PROBLEM-3-NON SWAY FRAMES18:56
NUMERICAL PROBLEM-4-NON SWAY FRAME30:32
INTRODUCTION TO SWAY FRAMES12:36
NUMERICAL PROBLEM-1-SWAY FRAMES27:37
NUMERICAL PROBLEM-2-SWAY FRAMES24:21
Apply slope-deflection methods to a sway frame under horizontal load, derive fixed-end moments, write the deflection equations, and solve equilibrium equations to obtain end moments at the joints.
NUMERICAL PROBLEM-3-SWAY FRAMES42:23
learn to solve a sway frame using the slope deflection method, derive four slope deflection equations, apply equilibrium and shear relations, and compute the unknown D2C and Delta.

INTRODUCTION AND BASIC DEFINITATIONS28:31
EXPRESSION FOR STIFFNESS AND COF FOR FIXED SUPPORT21:21
NUMERICAL PROBLEM-1-BEAMS35:53
NUMERICAL PROBLEM-2-PART A14:56
NUMERICAL PROBLEM-2-PARB B12:43
NUMERICAL PROBLEM-318:41
NUMERICAL PROBLEM-417:34
NUMERICAL PROBLEM-525:47
NUMERICAL PROBLEM-619:19
NUMERICAL PROBLEM-720:19
NUMERICAL PROBLEM-819:52
NUMERICAL PROBLEM-925:54
NON-SWAY FRAMES-NUMERICAL PROBLEM-1-A8:04
NON-SWAY FRAMES-NUMERICAL PROBLEM-1-B13:12
Compute joint moments in a non-sway frame using the moment distribution method, performing iterations to balance joints and develop the final moment distribution diagram, with a comparison to slope-deflection.
NON-SWAY FRAMES-NUMERICAL PROBLEM-2-A9:38
NON-SWAY FRAMES-NUMERICAL PROBLEM-2-B15:42
SWAY FRAMES-PROBLEM-1-PART-A19:27
Split the problem into non-sway and sway analyses, then apply the momentum distribution method with distribution factors and moment-distribution tables to obtain frame reactions and moments.
SWAY FRAMES-PROBLEM-1-PART-B23:41
Analyze sway frames by calculating fixed end moments, distribution factors, and distribution tables; apply correction factors to determine final moments for non-sway and sway conditions.
SWAY FRAMES-PROBLEM-2-PART-A23:15
SWAY FRAMES-PROBLEM-2-PART-B24:34

ANALYSIS OF CONTINOUS BEAM-138:11
ANALYSIS OF CONTINOUS BEAM-221:39
ANALYSIS OF CONTINOUS BEAM-324:02
ANALYSIS OF CONTINOUS BEAM-412:54
ANALYSIS OF CONTINOUS BEAM-522:25
Analyze a continuous beam with simple supports, convert loads to fixed-end moments, determine rotation factors, modify fixed-end moments, and iterate to obtain final moments for beam segments.
ANALYSIS OF FRAME-130:27
ANALYSIS OF FRAMES-239:00
ANALYSIS OF FRAMES-328:46
Apply the conservation method to analyze a two-storey frame, exploit symmetry through columns or beams, and compute rotation factors to simplify the frame.
ANALYSIS OF FRAMES-424:15

Requirements

BASIC ENGINEERING CONCEPTS.

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:

Continuous beam with fixed support at both ends.
Continuous beam with fixed support at one end and hinge/roller at other.
Continuous beam with fixed support at both end and overhang at other.
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:

Continuous beam with fixed support at both ends.
Continuous beam with fixed support at one end and hinge/roller at other.
Continuous beam with fixed support at both end and overhang at other.
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:

Frames with uniform loading.
Frames with same support on column.
Frames with axis of symmetry.
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:

Frames with uniform loading.
Frames with same support on column.
Frames with axis of symmetry.
Frames without axis of symmetry.

Who this course is for:

ALL THE CIVIL ENGINEERING STUDENTS AND GRADUATES.

STRUCTURAL ANALYSIS-II

What you'll learn

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Course content

Introduction1 lecture • 18min

Slope Deflection Method16 lectures • 7hr 4min

MOMENT DISTRIBUTION METHOD20 lectures • 6hr 38min

KANIS ROTATION METHOD9 lectures • 4hr 2min

Requirements

Description

Who this course is for: