Learning/Training Resources with Computer Aided Instructions
in subject of
Theory Of Structure
Introduces, Global e-Learning System in Education & Training in the form of
Learning Resources with Computer Aided Instructions
ENGINEERS PVT.LTD.
Theory Module
Video Module
Software Module
Termwork Module
Indeterminate Trusses
Introduction, Force method for analysis of indeterminate trusses, Basic formulation of force method for trusses, Externally
indeterminate trusses, Internally indeterminate trusses, Indeterminate trusses with lack of fit, Temperature effects in
indeterminate trusses, Effects of yielding of support in indeterminate trusses
Moment Distribution Method
Introduction, Stiffness and carry over, Relative stiffness and distribution factors, Continuous beams
with sinking of supports, Moment distribution applied to different types of beams.
Influence Lines
System Requirement:- IBM-PC Compatible Min P-III with Window-OS, 128 MB RAM/Multimedia Kit
Introduction, Influence lines for simply supported beam, Influence line diagram for shear force at a given
section of girder, Influence line diagram for the B.M. at a given section, Simply supported beams with
overhang, Influence lines for compound beam
Theory module
Features : Theory, Figures, Photographs, Animations With Controller, Highlighter Tool, Note Creation Facility,
Systematic Page Navigation, Printing Facility, Access to Videos at Appropriate Locations.
List of Topics
Basic Concepts of Structural Analysis
Structural systems, Types of skeletal structures, Structural behaviour, Primary concepts,
Energy theorems, The unit load method, Force-displacement relations and stiffness and
flexibility of prismatic members, Member end forces for restrained members, Structural
analysis, Methods of analysis of skeletal structures, Sign convention
Strain Energy
Rolling Loads
Introduction, Train of moving loads, Uniformly distributed loads, Maximum shear at a given section
of girder, Condition for maximum B.M. at a given section, Maximum B.M. under chosen when load,
Absolute maximum bending moment in the girder, Equivalent uniformly distributed loads
Introduction, Strain energy due to axial force, Strain energy due to axial force, Proof resilience, Modulus of resilience,
Stress due to various types of axial loads
Influence Line Diagrams for Plane Trusses
Deflection of Beams and Frames
Three Hinged Arches
ICastigliano's first theorem of
complementary energy.
Introduction, I.L.D. for different members of N type types, I.L.D. for deck type bridge truss
Introduction, Theoretical arch or line of thrust, Eddy's theorem for bending moment, Three hinged arch, Influence line for
horizontal thrust H, I.L. for bending moment at a section X, I.L. for shear forces at section X, I.L. for normal or axial thrust at a
section X, Absolute maximum bending moment for three hinged parabolic arch
Indeterminate Beams
Principle of superposition, Clerk-Maxwell's theorem of reciprocal deflection, Maxwell-Bette's law, Fixed beams,
Equation for fixed end moments, Advantages and disadvantages of fixed beams over simply supported beams,
Different types of loading on the fixed beams, Steps to be followed for analysis of fixed beams, Different cases,
Continuous beams, Clapeyron's theorem, Modified theorem of three moments for uniformly distributed loads,
Different types of continuous beams.
Two Hinged Arches
Introduction, Derivation for horizontal thrust, Horizontal thrust for concentrated load at crown, Two hinged parabolic arch
subjected to any general system of loads, Two hinged arch loaded with UDL, Normal thrust and radial shear
Energy Method for Displacement
Introduction,
Castigliano's second theorem,
Frames.
Deflection of Trusses
Introduction, Strain energy, Strain energy, The unit load method, Castigliano's first theorem
Slope Deflection Method
Introduction, Slope deflection method, Different types of beams
ENGINEERS PVT.LTD.
AN ISO 9001:2000 CERTIFIED COMPANY
http://www.softtech-engr.com
Head Office
Unit No. 5/A , The Pentagon, Near Hotel Panchami, Satara Road, Pune 411009- India
Ph : +91 20 24217676 / 24218747
Telefax : +91 20 24218747
Email : sepl@softtech-engr.com, elearning@softtech-engr.com
Branch offices
Delhi:-011-51015900, 9811011517 Mumbai:-093238-64571 Kolkata:-09339395900 Bangalore:-+91-80–25091247, 25091254/57 Hyderabad:- +91-40-55837709,
093469-30907 Ahmedabad:-+91-79-26635268, 98250-14387 Baroda:-0265-2483570,9426324610, Goa:-0832-227973,9326107690 Jaipur:-0141-2671429,9314509193,
Lucknow:-9415080327, Guwahati:-0361-263571,9864094394 Raipur:- 9826140080 Nagpur:-9422165232 Surat:- 9824134900