CE2302 STRUCTURAL ANALYSIS I B.E. CIVIL ENGINEERING SYLLABUS ANNA UNIVERSITY, CHENNAI AFFILIATED INSTITUTIONS R - 2008

 ANNA UNIVERSITY, CHENNAI

AFFILIATED INSTITUTIONS

R -  2008

B.E. CIVIL ENGINEERING

SYLLABUS


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


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.        Analysi o Indeterminat Structure –   C.K Wang Tat McGraw-Hill 1992.

 

 

 

 

 

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