\n| University Location<\/td>\n | Rajasthan Technical University,
Rawathbhata Road Kota-324010, Rajasthan, India.<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n<\/div>\n<\/div>\nCheck the latest RTU Civil Engineering 6th semester syllabus 2023-24 from below.<\/p>\n <\/span>Theory Of Structures-II<\/span><\/h2>\n<\/span>Unit-1<\/span><\/h4>\n\n- Influence line diagram & Rolling load: ILD for beams & frames, Muller-Breslau principle and its application for drawing ILD, Rolling load, maximum stress resultants in a member\/section, absolute maximum stress resultant in a structure.<\/li>\n<\/ul>\n
<\/span>Unit-2<\/span><\/h4>\n\n- Arches: analysis of three hinged two hinged and fixed-type parabolic arches with supports at the same level and at different levels.<\/li>\n<\/ul>\n
<\/span>Unit-3<\/span><\/h4>\n\n- Cable and Suspension bridges: Analysis of cables with concentrated and continuous loading, analysis of two & three-hinged stiffening girders.<\/li>\n<\/ul>\n
<\/span>Unit-4<\/span><\/h4>\n\n- Unsymmetrical bending: Definition, location of NA, computation of stresses and deflection, shear center and its location, Theories of Failures<\/li>\n<\/ul>\n
<\/span>Unit-5<\/span><\/h4>\n\n- Introduction to matrix method, Force displacement relation, flexibility and stiffness coefficients, the relation between flexibility and stiffness matrices, system approach of flexibility method and stiffness method, coordinate transformation matrix, rotation matrix, element and global stiffness matrix for pin jointed structures and beam element in 2D only.<\/li>\n<\/ul>\n
<\/span>Reference Books:<\/span><\/h4>\n\n- Mechanics of Structures Vol. I & II by S.B. Junarkar & Shah, Charotar Publishing House.<\/li>\n
- Theory of Structures by B.C. Purnmia, Laxmi Publication (P) Ltd.<\/li>\n
- Theory of Structures by Timoshenko, McGraw Hill Book Co.<\/li>\n
- Structural Analysis by Ghali & Neville, E & FN Spon.<\/li>\n
- Structural Analysis by Hibbler R.C., Pearsons<\/li>\n<\/ul>\n
<\/span>Geotechnical Engineering-II<\/strong><\/span><\/h2>\n<\/span>Unit-1<\/span><\/h4>\n\n- Stresses in Soil under surface loading: Bossinesq\u2019s and Westergaard\u2019s analysis for vertical pressure and its distribution in a soil mass. Vertical stresses due to concentrated loads, Horizontal and shear stresses due to concentrated loads. Isobar diagram, Vertical stress distribution on a horizontal plane. Influence diagram.
Vertical stresses at a point under line load and strip load. Vertical stresses at a point under circular and rectangular loaded area. Approximate methods of obtaining vertical pressure due to surface loading. Newmark\u2019s chart, Fensk\u2019s Chart. Pressure bulb and its significance in Foundation exploration. Contact pressure below foundations.<\/li>\n<\/ul>\n<\/span>Unit-2 |
![\"RTU](\"https:\/\/www.kopykitab.com\/blog\/wp-content\/uploads\/2017\/02\/RTU-Syllabus-Civil-Engineering-6th-Semester.png\")
<\/p>\n