Prestressed Concrete Structures Syllabus for B.Tech 7th 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 Prestressed Concrete Structures B.Tech (R13) seventhsem is as follows<\/p>\n
OBJECTIVES:<\/strong><\/p>\n To introduce the need for prestressing as well as the methods, types and advantages of\u00a0prestressing to the students. Students will be introduced to the design of prestressed\u00a0concrete structures subjected to flexure and shear.<\/p>\n UNIT I : INTRODUCTION \u2013 THEORY AND BEHAVIOUR<\/strong> \u00a0 \u00a0 \u00a0 \u00a0 \u00a0 \u00a0 \u00a0 \u00a0 \u00a0 \u00a0[9 hours] UNIT II : DESIGN FOR FLEXURE AND SHEAR<\/strong> \u00a0 \u00a0 \u00a0 \u00a0 \u00a0 \u00a0 \u00a0\u00a0[9 hours] UNIT III : DEFLECTION AND DESIGN OF ANCHORAGE ZONE<\/strong> \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: 45 PERIODS]<\/strong><\/p>\n OUTCOMES:<\/strong><\/p>\n TEXTBOOKS:<\/strong><\/p>\n REFERENCES:<\/strong><\/p>\n
\nBasic concepts \u2013 Advantages \u2013 Materials required \u2013 Systems and methods of prestressing \u2013\u00a0Analysis of sections \u2013 Stress concept \u2013 Strength concept \u2013 Load balancing concept \u2013 Effect of\u00a0loading on the tensile stresses in tendons \u2013 Effect of tendon profile on deflections \u2013 Factors\u00a0influencing deflections \u2013 Calculation of deflections \u2013 Short term and long term deflections – Losses\u00a0of prestress \u2013 Estimation of crack width.<\/p>\n
\nBasic assumptions for calculating flexural stresses \u2013 Permissible stresses in steel and concrete as\u00a0per I.S.1343 Code \u2013 Design of sections of Type I and Type II post-tensioned and pre-tensioned\u00a0beams \u2013 Check for strength limit based on I.S. 134 Code \u2013 Layout of cables in post-tensioned\u00a0beams \u2013 Location of wires in pre-tensioned beams \u2013 Design for shear based on I.S. 1343 Code.<\/p>\n
\nFactors influencing deflections \u2013 Short term deflections of uncracked members \u2013 Prediction of\u00a0long term deflections due to creep and shrinkage \u2013 Check for serviceability limit state of deflection.\u00a0Determination of anchorage zone stresses in post-tensioned beams by Magnel\u2019s method, Guyon\u2019s\u00a0method and IS1343 code \u2013 design of anchorage zone reinforcement \u2013 Check for transfer bond\u00a0length in pre-tensioned beams.<\/p>\n\n
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