uLektz Skills

Learning Path

Non-Linear: Random Order

About the Course

Course Description

This course provides students with cocept of Analysis of propped cantilevers-shear force and Bending moment diagrams, Introduction to statically indeterminate beams with U. D. load central point load, eccentric point load. Number of point loads, uniformly varying load, couple and combination of load and Deflection of fixed beams effect of sinking of support, effect of rotation of a support

Objectives

1.Will familiarize about Clapeyron’s theorem of three moment

2.Will demonstrate Application to continuous beams with and without settlement of supports

3.Will develop Castigliano’s first theorem

Prerequisite

There is no particular prerequisite to learn Structural Analysis you will be able to do very well, if you have these basic skills:

1. Good Analytics Skills

2. Good Understanding Skills

3. Good Communication Skills

Course Study Materials

Module 1: PROPPED CANTILEVERS

1.1 PROPPED CANTILEVERS: Analysis of propped cantilevers-shear force and Bending moment diagrams
1.2 Deflection of propped cantilevers
PROPPED CANTILEVERS - ASSESSMENT 5 Questions

Module 2: FIXED BEAMS

2.1 FIXED BEAMS – Introduction to statically indeterminate beams with U. D. load central point load, eccentric point load. Number of point loads, uniformly varying load, couple and combination of load
2.2 Deflection of fixed beams effect of sinking of support, effect of rotation of a support
FIXED BEAMS - ASSESSMENT 5 Questions

Module 3: CONTINUOUS BEAMS

3.1 CONTINUOUS BEAMS: Introduction-Clapeyron’s theorem of three moment
3.2 Continuous beams with overhang, continuous beams with different moment of inertia for different spans
CONTINUOUS BEAMS - ASSESSMENT 5 Questions

Module 4: SLOPE-DEFLECTION METHOD

4.1 SLOPE-DEFLECTION METHOD: Introduction, derivation of slope deflection equation
4.2 Application to continuous beams with and without settlement of supports
SLOPE-DEFLECTION METHOD - ASSESSMENT 5 Questions

Module 5: ENERGY THEOREMS

5.1 ENERGY THEOREMS: Introduction
5.2 Castigliano’s first theorem
5.3 Deflections of simple beams and pin jointed trusses
ENERGY THEOREMS - ASSESSMENT 5 Questions

Module 6: MOVING LOADS AND INFLUENCE LINES AND INFLUENCE LINES

6.1 MOVING LOADS and INFLUENCE LINES: Introduction maximum SF and BM at a given section and absolute maximum S.F. and B.M due to single concentrated load U. D load longer than the span
6.2 U.D load shorter than the span, two point loads with fixed distance between them and several point loads-Equivalent uniformly distributed load-Focal length
6.3 INFLUENCE LINES: Definition of influence line for SF
6.4 Influence line for BM- load position for maximum SF at a section, Load position for maximum BM at a sections, ingle point load,U.D.load longer than the span, U.D. load shorter than the span
6.5 Influence lines for forces in members of Pratt and Warren trusses
MOVING LOADS AND INFLUENCE LINES AND INFLUENCE LINES - ASSESSMENT 5 Questions

FINAL ASSESSMENT

FINAL ASSESSMENT 20 Questions

The certificate issued for the Course will have

Student's Name
Photograph
Course Title
Certificate Number
Date of Course Completion
Name(s) and Logo(s) of the Certifying Bodies

Only the e-certificate will be made available. No Hard copies. The certificates issued by The Academic Council of uLektz. can be e-verifiable at www.ulektzskills.com/verify.

Students will be assessed both at the end of each module and at the end of the Course.
Students scoring a minimum of 50% in the assessments are considered for Certifications