Design of Reinforced Concrete Elements 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 Design of Reinforced Concrete Elements B.Tech (R13) fifthsem is as follows<\/p>\n
OBJECTIVES:<\/strong><\/p>\n To introduce the different types of philosophies related to design of basic structural\u00a0elements such as slab, beam, column and footing which form part of any structural system\u00a0with reference to Indian standard code of practice.<\/p>\n UNIT I : METHODS OF DESIGN OF CONCRETE STRUCTURES<\/strong> \u00a0 \u00a0 \u00a0[9 hours] UNIT II : LIMIT STATE DESIGN FOR FLEXURE \u00a0<\/strong> \u00a0 \u00a0 \u00a0 \u00a0 \u00a0 \u00a0[9 hours] UNIT III : LIMIT STATE DESIGN FOR BOND, ANCHORAGE SHEAR & TORSION\u00a0<\/strong>\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 The student shall be in a position to design the basic elements of reinforced concrete\u00a0structures.<\/p>\n TEXTBOOKS:<\/strong><\/p>\n REFERENCES:<\/strong><\/p>\n
\nConcept of Elastic method, ultimate load method and limit state method \u2013 Advantages of Limit\u00a0State Method over other methods \u2013 Design codes and specification \u2013 Limit State philosophy as\u00a0detailed in IS code \u2013 Design of beams and slabs by working stress method.<\/p>\n
\nAnalysis and design of singly and doubly reinforced rectangular and flanged beams – Analysis and\u00a0design of one way, two way and continuous slabs subjected to uniformly distributed load for\u00a0various boundary conditions.<\/p>\n
\nBehaviour of RC members in bond and Anchorage – Design requirements as per current code –\u00a0Behaviour of RC beams in shear and torsion – Design of RC members for combined bending shear\u00a0and torsion.<\/p>\n\n
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\nLtd., New Delhi, 2008.<\/li>\n
\nStandards, New Delhi, 2000<\/li>\n