CE6501 STRUCTURAL ANALYSIS I L T P C 3 1 0 4
OBJECTIVES:
• To introduce the students to basic theory and concepts of structural analysis and the classical methods for the analysis of buildings.
UNIT I INDETERMINATE FRAMES 9
Degree of static and kinematic indeterminacies for plane frames - analysis of indeterminate pin-jointed frames - rigid frames (Degree of statical indeterminacy up to two) - Energy and consistent deformation methods.
UNIT II MOVING LOADS AND INFLUENCE LINES 9
Influence lines for reactions in statically determinate structures – influence lines for member forces in pin-jointed frames – Influence lines for shear force and bending moment in beam sections – Calculation of critical stress resultants due to concentrated and distributed moving loads.
Muller Breslau‟s principle – Influence lines for continuous beams and single storey rigid frames –
Indirect model analysis for influence lines of indeterminate structures – Beggs deformeter
UNIT III ARCHES 9
Arches as structural forms – Examples of arch structures – Types of arches – Analysis of three hinged, two hinged and fixed arches, parabolic and circular arches – Settlement and temperature effects.
UNIT IV SLOPE DEFLECTION METHOD 9
Continuous beams and rigid frames (with and without sway) – Symmetry and antisymmetry –
Simplification for hinged end – Support displacements
UNIT V MOMENT DISTRIBUTION METHOD 9
Distribution and carryover of moments – Stiffness and carry over factors – Analysis of continuous beams – Plane rigid frames with and without sway – Neylor‟s simplification.
TOTAL (L:45+T:15): 60 PERIODS
OUTCOMES:
Students will be able to
• analysis trusses, frames and arches
• analyse structures for moving loads and
• will be conversant with classical methods of analysis.
TEXTBOOKS:
1. Vaidyanadhan, R and Perumal, P, “Comprehensive Structural Analysis – Vol. 1 & Vol. 2”,
Laxmi Publications Pvt. Ltd, New Delhi, 2003.
2. L.S. Negi & R.S. Jangid, “Structural Analysis”, Tata McGraw Hill Publications, New Delhi,
6th Edition, 2003.
3. Punmia.B.C, Ashok Kumar Jain and Arun Kumar Jain, " Theory of structures", Laxmi
Publications Pvt. Ltd., New Delhi, 2004
4. Reddy. C.S., "Basic Structural Analysis", Tata McGraw Hill Education Pvt. Ltd., New Delhi,
2013.
5. BhavaiKatti, S.S, "Structural Analysis – Vol. 1 & Vol. 2", Vikas Publishing Pvt Ltd., New
Delhi, 2008
REFERENCES:
1. Wang C.K. , “Indeterminate Structural Analysis”, Tata McGraw Hill Education Pvt. Ltd.,
New Delhi, 2010
2. Devadas Menon, “Structural Analysis”, Narosa Publishing House, 2008
3. Ghali.A., Nebille and Brown. T.G., "Structural Analysis - A unified classical and matrix approach" Sixth Edition, SPON press, New York, 2013.
4. Gambhir. M.L., "Fundamentals of Structural Mechanics and Analysis"., PHI Learning Pvt.
Ltd., New Delhi, 2011.
OBJECTIVES:
• To introduce the students to basic theory and concepts of structural analysis and the classical methods for the analysis of buildings.
UNIT I INDETERMINATE FRAMES 9
Degree of static and kinematic indeterminacies for plane frames - analysis of indeterminate pin-jointed frames - rigid frames (Degree of statical indeterminacy up to two) - Energy and consistent deformation methods.
UNIT II MOVING LOADS AND INFLUENCE LINES 9
Influence lines for reactions in statically determinate structures – influence lines for member forces in pin-jointed frames – Influence lines for shear force and bending moment in beam sections – Calculation of critical stress resultants due to concentrated and distributed moving loads.
Muller Breslau‟s principle – Influence lines for continuous beams and single storey rigid frames –
Indirect model analysis for influence lines of indeterminate structures – Beggs deformeter
UNIT III ARCHES 9
Arches as structural forms – Examples of arch structures – Types of arches – Analysis of three hinged, two hinged and fixed arches, parabolic and circular arches – Settlement and temperature effects.
UNIT IV SLOPE DEFLECTION METHOD 9
Continuous beams and rigid frames (with and without sway) – Symmetry and antisymmetry –
Simplification for hinged end – Support displacements
UNIT V MOMENT DISTRIBUTION METHOD 9
Distribution and carryover of moments – Stiffness and carry over factors – Analysis of continuous beams – Plane rigid frames with and without sway – Neylor‟s simplification.
TOTAL (L:45+T:15): 60 PERIODS
OUTCOMES:
Students will be able to
• analysis trusses, frames and arches
• analyse structures for moving loads and
• will be conversant with classical methods of analysis.
TEXTBOOKS:
1. Vaidyanadhan, R and Perumal, P, “Comprehensive Structural Analysis – Vol. 1 & Vol. 2”,
Laxmi Publications Pvt. Ltd, New Delhi, 2003.
2. L.S. Negi & R.S. Jangid, “Structural Analysis”, Tata McGraw Hill Publications, New Delhi,
6th Edition, 2003.
3. Punmia.B.C, Ashok Kumar Jain and Arun Kumar Jain, " Theory of structures", Laxmi
Publications Pvt. Ltd., New Delhi, 2004
4. Reddy. C.S., "Basic Structural Analysis", Tata McGraw Hill Education Pvt. Ltd., New Delhi,
2013.
5. BhavaiKatti, S.S, "Structural Analysis – Vol. 1 & Vol. 2", Vikas Publishing Pvt Ltd., New
Delhi, 2008
REFERENCES:
1. Wang C.K. , “Indeterminate Structural Analysis”, Tata McGraw Hill Education Pvt. Ltd.,
New Delhi, 2010
2. Devadas Menon, “Structural Analysis”, Narosa Publishing House, 2008
3. Ghali.A., Nebille and Brown. T.G., "Structural Analysis - A unified classical and matrix approach" Sixth Edition, SPON press, New York, 2013.
4. Gambhir. M.L., "Fundamentals of Structural Mechanics and Analysis"., PHI Learning Pvt.
Ltd., New Delhi, 2011.
