Structural Analysis I Syllabus for B.Tech 5th sem is covered here. This gives the details about credits, number of hours and other details along with reference books for the course.<\/p>\n
The detailed syllabus for Structural Analysis I B.Tech (R13) fifthsem is as follows<\/p>\n
OBJECTIVES:<\/strong><\/p>\n To introduce the students to basic theory and concepts of structural analysis and the\u00a0classical methods for the analysis of buildings.<\/p>\n UNIT I : INDETERMINATE FRAMES<\/strong> \u00a0 \u00a0 \u00a0 \u00a0 [9 hours] UNIT II : MOVING LOADS AND INFLUENCE LINES<\/strong> \u00a0 \u00a0 \u00a0\u00a0[9 hours] UNIT III : ARCHES<\/strong> \u00a0 \u00a0 \u00a0 \u00a0 \u00a0\u00a0[9 hours] Download iStudy<\/a> Android<\/a> App for complete Anna University syllabus, results, timetables and all other updates. There are no ads and no pdfs and will make your life way easier.<\/a><\/strong><\/p>\n [TOTAL (L:45+T:15): 60 PERIODS]<\/strong><\/p>\n OUTCOMES:\u00a0<\/strong>Students will be able to<\/p>\n TEXTBOOKS:<\/strong><\/p>\n REFERENCES:<\/strong><\/p>\n
\nDegree of static and kinematic indeterminacies for plane frames – analysis of indeterminate\u00a0pin-jointed frames – rigid frames (Degree of statical indeterminacy up to two) – Energy and\u00a0consistent deformation methods.<\/p>\n
\nInfluence lines for reactions in statically determinate structures \u2013 influence lines for member forces\u00a0in pin-jointed frames \u2013 Influence lines for shear force and bending moment in beam sections \u2013\u00a0Calculation of critical stress resultants due to concentrated and distributed moving loads.\u00a0Muller Breslau\u2019s principle \u2013 Influence lines for continuous beams and single storey rigid frames \u2013\u00a0Indirect model analysis for influence lines of indeterminate structures \u2013 Beggs deformeter<\/p>\n
\nArches as structural forms \u2013 Examples of arch structures \u2013 Types of arches \u2013 Analysis of three\u00a0hinged, two hinged and fixed arches, parabolic and circular arches \u2013 Settlement and temperature\u00a0effects.<\/p>\n\n
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