CE2302 STRUCTURAL ANALYSIS I SYLLABUS | ANNA UNIVERSITY BE CIVIL ENGINEERING 5TH SEMESTER SYLLABUS REGULATION 2008 2011-2012 BELOW IS THE ANNA UNIVERSITY FIFTH SEMESTER BE CIVIL ENGINEERING DEPARTMENT SYLLABUS IT IS APPLICABLE FOR ALL STUDENTS ADMITTED IN THE YEAR 2011-2012 (ANNA UNIVERSITY CHENNAI,TRICHY,MADURAI,TIRUNELVELI,COIMBATORE), 2008 REGULATION OF ANNA UNIVERSITY CHENNAI AND STUDENTS ADMITTED IN ANNA UNIVERSITY CHENNAI DURING 2009
CE2302 STRUCTURAL ANALYSIS I L T P C
3 1 0 4
OBJECTIVE
The members of a structure are subjected to internal forces like axial forces, shearing forces,
bending and torsional moments while transferring the loads acting on it. Structural analysis
deals with analysing these internal forces in the members of the structures. At the end of this
course students will be conversant with classical method of analysis.
UNIT I DEFLECTION OF DETERMINATE STRUCTURES 12
Principles of virtual work for deflections – Deflections of pin-jointed plane frames and rigid plane
frames – Willot diagram - Mohr’s correction
42
UNIT II MOVING LOADS AND INFLUENCE LINES 12
(DETERMINATE & INDETERMINATE STRUCTURES WITH REDUNDANCY
RESTRICTED TO ONE)
Influence lines for reactions in statically determinate structures – influence lines for members
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 12
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 12
Continuous beams and rigid frames (with and without sway) – Symmetry and antisymmetry –
Simplification for hinged end – Support displacements
UNIT V MOMENT DISTRIBUTION METHOD 12
Distribution and carry over of moments – Stiffness and carry over factors – Analysis of
continuous beams – Plane rigid frames with and without sway – Naylor’s simplification.
TOTAL: 60 PERIODS
TEXT BOOKS
1. Vaidyanadhan, R and Perumal, P, “Comprehensive Structural Analysis – Vol. 1 & Vol.
2”, Laxmi Publications, New Delhi, 2003.
2. L.S. Negi & R.S. Jangid, “Structural Analysis”, Tata McGraw-Hill Publications, New
Delhi, Sixth Edition, 2003.
3. Punmia B.C., Theory of Structures (SMTS ) Vol II Laxmi Publishing Pvt ltd, New Delhi,
2004.
4. BhavaiKatti, S.S, Structural Analysis – Vol. 1 & Vol. 2, Vikas Publishing Pvt Ltd., New
Delhi, 2008
REFERENCE
1. Analysis of Indeterminate Structures – C.K. Wang, Tata McGraw-Hill, 1992.
CE2302 STRUCTURAL ANALYSIS I L T P C
3 1 0 4
OBJECTIVE
The members of a structure are subjected to internal forces like axial forces, shearing forces,
bending and torsional moments while transferring the loads acting on it. Structural analysis
deals with analysing these internal forces in the members of the structures. At the end of this
course students will be conversant with classical method of analysis.
UNIT I DEFLECTION OF DETERMINATE STRUCTURES 12
Principles of virtual work for deflections – Deflections of pin-jointed plane frames and rigid plane
frames – Willot diagram - Mohr’s correction
42
UNIT II MOVING LOADS AND INFLUENCE LINES 12
(DETERMINATE & INDETERMINATE STRUCTURES WITH REDUNDANCY
RESTRICTED TO ONE)
Influence lines for reactions in statically determinate structures – influence lines for members
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 12
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 12
Continuous beams and rigid frames (with and without sway) – Symmetry and antisymmetry –
Simplification for hinged end – Support displacements
UNIT V MOMENT DISTRIBUTION METHOD 12
Distribution and carry over of moments – Stiffness and carry over factors – Analysis of
continuous beams – Plane rigid frames with and without sway – Naylor’s simplification.
TOTAL: 60 PERIODS
TEXT BOOKS
1. Vaidyanadhan, R and Perumal, P, “Comprehensive Structural Analysis – Vol. 1 & Vol.
2”, Laxmi Publications, New Delhi, 2003.
2. L.S. Negi & R.S. Jangid, “Structural Analysis”, Tata McGraw-Hill Publications, New
Delhi, Sixth Edition, 2003.
3. Punmia B.C., Theory of Structures (SMTS ) Vol II Laxmi Publishing Pvt ltd, New Delhi,
2004.
4. BhavaiKatti, S.S, Structural Analysis – Vol. 1 & Vol. 2, Vikas Publishing Pvt Ltd., New
Delhi, 2008
REFERENCE
1. Analysis of Indeterminate Structures – C.K. Wang, Tata McGraw-Hill, 1992.
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