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CE6501 Structural Analysis I Syllabus Notes Question Papers 2 Marks with Answers Question Bank with answers Anna University CE6501 SA I SA 1 Notes Syllabus 2 Marks with answers Civil Engineering 5th Semester - Regulation 2013 5th Semester Syllabus Notes
Anna University CE6501 Structural Analysis I Notes Syllabus 2 marks with answers Part A Question Bank with answers Key
Anna University CE6501 Structural Analysis ISyllabus Notes 2 marks with answer is provided below. CE6501Notes Syllabus all 5 units notes are uploaded here. here CE6501 SA I SA 1 Syllabus notes download link is provided and students can download the CE6501 Syllabus and Lecture Notes and can make use of it.
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CE6501 STRUCTURAL ANALYSIS I SYLLABUS REGULATION 2013
UNIT I INDETERMINATE FRAMES
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
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
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
Continuous beams and rigid frames (with and without sway) – Symmetry and antisymmetry – Simplification for hinged end – Support displacements
UNIT V MOMENT DISTRIBUTION METHOD
Distribution and carryover of moments – Stiffness and carry over factors – Analysis of continuous beams – Plane rigid frames with and without sway – Neylor‟s simplification.
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