{"id":25287,"date":"2020-07-23T15:59:18","date_gmt":"2020-07-23T15:59:18","guid":{"rendered":"https:\/\/www.inspirenignite.com\/jntuh\/18aa402c-strength-of-materials-syllabus-for-architectural-assistantship-4th-sem-c18-curriculum-tssbtet\/"},"modified":"2020-07-23T15:59:18","modified_gmt":"2020-07-23T15:59:18","slug":"18aa402c-strength-of-materials-syllabus-for-architectural-assistantship-4th-sem-c18-curriculum-tssbtet","status":"publish","type":"post","link":"https:\/\/www.inspirenignite.com\/jntuh\/18aa402c-strength-of-materials-syllabus-for-architectural-assistantship-4th-sem-c18-curriculum-tssbtet\/","title":{"rendered":"18AA-402C: Strength of Materials Syllabus for Architectural Assistantship 4th Sem C18 Curriculum TSSBTET"},"content":{"rendered":"

Strength of Materials detailed Syllabus for Architectural Assistantship (DAA), C18 curriculum has been taken from the TSSBTET<\/a> official website and presented for the diploma students. For Course Code, Course Name, Lectures, Tutorial, Practical\/Drawing, Internal Marks, Max Marks, Total Marks, Min Marks and other information, do visit full semester subjects post given below. <\/p>\n

For all other Diploma in Architectural Assistantship (DAA) Syllabus for 4th Sem C18 Curriculum TSSBTET, do visit Diploma in Architectural Assistantship (DAA) Syllabus for 4th Sem C18 Curriculum TSSBTET Subjects<\/a>. The detailed Syllabus for strength of materials is as follows. <\/p>\n

Prerequisites:<\/h4>\n

For the complete Syllabus, results, class timetable, and many other features kindly download the iStudy App<\/a>
It is a lightweight, easy to use, no images, and no pdfs platform to make students’s lives easier.<\/b>
\"Get<\/a>. <\/p>\n

Course Outcomes:<\/h4>\n

Upon completion of the course, the student shall be able to<\/p>\n

    \n
  1. CO1 Develop Shear Force and Bending Moment Diagrams for different types of beams<\/li>\n
  2. CO2 Apply Eulers formula and Rankines formula for columns to arrive at critical load over the column<\/li>\n
  3. CO3 Apply geometricalproperties of beam to calculate strength parameters like flexural stress and shear stress inbeams for different loading conditions.<\/li>\n
  4. CO4 Calculate the capacity of circular shafts in generating Power according to sectional properties.<\/li>\n
  5. CO5 Calculate the deformation (Slope &deflection) ofBeams by Double Integration Method<\/li>\n
  6. CO6 Analyse the beams to calculate slope and deflection using Macaulays method and Moment area method.<\/li>\n<\/ol>\n

    UNIT – 1: Shear Force and Bending Moment<\/h4>\n

    Concepts of S.F. and B.M.-Sign Convention – Relation between Rate of Loading, S.F. and B.M -S.F. and B.M.diagrams for Cantilevers, Simply Supported beams, Overhanging beams subjected to point loads and uniformly distributed loads – Maximum B.M and maximum S.F in beams for various loads- position and significance of points of contra flexure<\/p>\n

    UNIT – 2: Columns and struts<\/h4>\n

    For the complete Syllabus, results, class timetable, and many other features kindly download the iStudy App<\/a>
    It is a lightweight, easy to use, no images, and no pdfs platform to make students’s lives easier.<\/b>
    \"Get<\/a>. <\/p>\n

    UNIT – 3: Theory of Simple Bending<\/h4>\n

    Bending stress in beams Introduction – Bending Stress in beams – Bending Equation (Derivation not required) – Neutral Axis – Section Modulus, Flexural Rigidity, Modulus of Elasticity, Radius of curvature, Moment of Resistance -Calculation of bending stresses in Rectangular, Circular, and I-sections-practical applications.<\/p>\n

    UNIT – 4(A):Shear stress in beams<\/h4>\n

    Calculation of shear stress in different layers of a beam for I section (Derivation of formula not required) – Shear Stress distribution diagrams for various symmetrical beam sections such as rectangular, solid circular and I sections – problems<\/p>\n

    UNIT- 4(B): Torsion<\/h4>\n

    For the complete Syllabus, results, class timetable, and many other features kindly download the iStudy App<\/a>
    It is a lightweight, easy to use, no images, and no pdfs platform to make students’s lives easier.<\/b>
    \"Get<\/a>. <\/p>\n

    UNIT – 5: Deflection of Beams -I<\/h4>\n

    Introduction – Deflected profiles of beams with different support conditions -Strength and stiffness of beams – Relation between curvature, slope and deflection – Slope and deflection for simply supported beams under symmetrical loading – Slope and deflection in cantilever beams under point load and udl- Double integration method – Derivation of standard cases -Problems.<\/p>\n

    UNIT – 6: Deflection of Beams -II<\/h4>\n
      \n
    1. Macaulays method for slope and deflection-Simply supported beams under concentrated and uniformly distributed loads – Problems.<\/li>\n
    2. Mohrs theorems for slope and deflection – Cantilevers and simply supported beams with symmetrical loading – Problems.<\/li>\n<\/ol>\n

      Reference Books:<\/h4>\n

      For the complete Syllabus, results, class timetable, and many other features kindly download the iStudy App<\/a>
      It is a lightweight, easy to use, no images, and no pdfs platform to make students’s lives easier.<\/b>
      \"Get<\/a>. <\/p>\n

      Suggested E-learning references<\/h4>\n
        \n
      1. www.elearning.com\/survey<\/li>\n
      2. http:\/\/nptel.ac.in<\/li>\n<\/ol>\n

        Suggested Learning Outcomes<\/h4>\n

        Upon completion of the course, the student shall be able to<\/p>\n

          \n
        1. Explain terms:\n
            \n
          1. Shear Force<\/li>\n
          2. Bending Moment<\/li>\n<\/ol>\n<\/li>\n
          3. Explain the sign conventions used to calculate Shear Force and Bending Moment<\/li>\n
          4. Explain the relationship between the rate of loading, shear force and bending moment<\/li>\n
          5. Determine Shear Force and Bending Moment on Cantilevers, Simply Supported Beams and Overhanging beams for simple cases of loading (Point Load, Uniformly distributed load) analytically<\/li>\n
          6. Determine maximum SF and maximum BM for various loading conditions in beams.<\/li>\n
          7. Describe the procedures for sketching the Shear Force Diagrams (SFD) and Bending Moment Diagrams (BMD)<\/li>\n
          8. Sketch Shear Force Diagrams (SFD) and Bending Moment Diagrams (BMD) for Cantilever and Simply Supported Beams<\/li>\n
          9. Determine point of contraflexure<\/li>\n
          10. List different types of compression members<\/li>\n
          11. Define :\n
              \n
            1. Buckling\/Critical\/Crippling Load<\/li>\n
            2. Actual length<\/li>\n
            3. Slenderness ratio<\/li>\n
            4. Least radius of gyration<\/li>\n
            5. Safe load<\/li>\n
            6. Factor of safety<\/li>\n<\/ol>\n<\/li>\n
            7. State the classification of columns based on slenderness ratio OR length and lateral dimensions<\/li>\n
            8. Calculate least radius of gyration for solid circular, hollow circular, square, rectangular sections, I-sections and built up sections<\/li>\n
            9. List different end conditions for a column<\/li>\n
            10. Find the effective lengths of columns for different end conditions<\/li>\n
            11. Calculate the slenderness ratio for a given column<\/li>\n
            12. State Eulers formula for crippling load of a column (derivation not required)<\/li>\n
            13. Solve problems on limitations of Eulers formula<\/li>\n
            14. Calculate crippling and safe loads on a column with simple and built up sections using Eulers formula<\/li>\n
            15. Explain the validity of Rankines formula for short and long columns using basic Rankines empirical formula<\/li>\n
            16. Calculate crippling or safe loads on a column with simple and built up section using Rankines formula<\/li>\n
            17. Calculate the ratio of strengths of hollow and solid circular columns loaded under same conditions<\/li>\n
            18. Design a hollow circular cross section of a column for the given data<\/li>\n
            19. Calculate the ratio of strengths of a section using Eulers and Rankinesformulae under same conditions<\/li>\n
            20. Explain simple \/ pure bending<\/li>\n
            21. Define terms\n
                \n
              1. Neutral layer<\/li>\n
              2. Neutral axis<\/li>\n
              3. Radius of curvature<\/li>\n
              4. Moment of Resistance<\/li>\n
              5. Modulus of section<\/li>\n
              6. Flexural rigidity<\/li>\n<\/ol>\n<\/li>\n
              7. State the assumptions made in the theory of simple bending.<\/li>\n
              8. Prove that the neutral axis passes through centroid of any cross section<\/li>\n
              9. Sketch and explain bending stress distribution across the depth of the beam for any cross section<\/li>\n
              10. Obtain the formula for section modulus of (solid and hollow sections):\n
                  \n
                1. Square Section<\/li>\n
                2. Rectangular Section<\/li>\n
                3. Circular Section<\/li>\n<\/ol>\n<\/li>\n
                4. Calculate section modulus based on above formulae<\/li>\n
                5. Solve problems on theory of simple bending for symmetrical and unsymmetrical sections to calculate Moment of Resistance, Design of cross section.<\/li>\n
                6. State formula for calculation of Shear Stress in any layer of a cross section<\/li>\n
                7. Draw shear distribution diagram across:\n
                    \n
                  1. Rectangular section<\/li>\n
                  2. Solid circular section<\/li>\n
                  3. Symmetrical I – section<\/li>\n
                  4. T – section<\/li>\n<\/ol>\n<\/li>\n
                  5. Determine shear stress at any layer and draw shear stress distribution diagram across:\n
                      \n
                    1. Rectangular section<\/li>\n
                    2. Symmetrical I – section<\/li>\n<\/ol>\n<\/li>\n
                    3. Determine the maximum shear stress in circular, rectangular and square sections<\/li>\n
                    4. State pure Torsion<\/li>\n
                    5. State the assumptions made in the pure Torsion<\/li>\n
                    6. State the formula for pure Torsion of a circular shaft<\/li>\n
                    7. Solve the problems on Torsion applying Torsion formula<\/li>\n
                    8. Explain terms:\n
                        \n
                      1. Polar modulus<\/li>\n
                      2. Torsional rigidity<\/li>\n<\/ol>\n<\/li>\n
                      3. State the formula for power transmitted by the circular shaft<\/li>\n
                      4. Solve the problems on power transmitted by the solid and hollow circular shafts stiffness<\/li>\n
                      5. Computes the dimensions of a solid \/ hollow circular shaft based on strength and stiffness<\/li>\n
                      6. Draw the deflected shapes of different beams<\/li>\n
                      7. Define:\n
                          \n
                        1. Elastic curve<\/li>\n
                        2. Slope<\/li>\n
                        3. Deflection<\/li>\n<\/ol>\n<\/li>\n
                        4. Distinguish between strength and stiffness of a beam.<\/li>\n
                        5. Derive relation between slope, deflection and radius of curvature<\/li>\n
                        6. Derive the equations for maximum slope and deflection by double integration method for:\n
                            \n
                          1. Cantilever beams with point loads and uniformly distributed loads (standard cases).<\/li>\n
                          2. Simply supported beams with central point load or uniformly distributed load throughout or their combination.<\/li>\n<\/ol>\n<\/li>\n
                          3. Calculate the maximum slope and deflection in simply supported and cantilever beams using the above formulae<\/li>\n
                          4. Explain Macaulays method (for Simply supported beams) to find the slope and deflections<\/li>\n
                          5. Compute the maximum slope and deflection for Simply supported beam carrying point loads and uniformly distributed loads by Macaulays method<\/li>\n
                          6. Define:\n
                              \n
                            1. Mohrs theorem-I<\/li>\n
                            2. Mohrs theorem-II<\/li>\n<\/ol>\n<\/li>\n
                            3. Derive formulae for maximum slope and deflection in standard cases (simply supported and cantilever beams) by moment area method<\/li>\n
                            4. Compute the maximum slope and deflections for Cantilever and Simply Supported Beams by Mohrs theorem-I and Mohrs theorem-II (moment area method)<\/li>\n<\/ol>\n

                              Suggested Student Activities<\/h4>\n
                                \n
                              1. Visit the Institutes Library \/ internet center and list the books\/journals\/ e-books and any other resources available on the topics suggested by the teacher.<\/li>\n
                              2. Prepare references consisting name of the author, title of the book\/paper, publicationand place of publication, volume No.s, page numbers and year of publication on the following topics\n
                                  \n
                                1. Beam column joints.<\/li>\n
                                2. Mohrs theorem<\/li>\n
                                3. Bending Test on Wood and Mild steel.<\/li>\n<\/ol>\n<\/li>\n<\/ol>\n

                                  For detail Syllabus of all other subjects of Architectural Assistantship, C18 curriculum do visit Diploma In Architectural Assistantship 4th Sem Syllabus for C18 curriculum<\/a>.<\/p>\n

                                  For all Architectural Assistantship results, visit TSSBTET DAA all semester results<\/a> direct links.<\/p>\n","protected":false},"excerpt":{"rendered":"

                                  Strength of Materials detailed Syllabus for Architectural Assistantship (DAA), C18 curriculum has been taken from the TSSBTET official website and presented for the diploma students. For Course Code, Course Name, […]<\/p>\n","protected":false},"author":2344,"featured_media":0,"comment_status":"open","ping_status":"open","sticky":false,"template":"","format":"standard","meta":{"_bbp_topic_count":0,"_bbp_reply_count":0,"_bbp_total_topic_count":0,"_bbp_total_reply_count":0,"_bbp_voice_count":0,"_bbp_anonymous_reply_count":0,"_bbp_topic_count_hidden":0,"_bbp_reply_count_hidden":0,"_bbp_forum_subforum_count":0,"footnotes":""},"categories":[129,131],"tags":[],"class_list":["post-25287","post","type-post","status-publish","format-standard","hentry","category-4th-sem","category-daa"],"_links":{"self":[{"href":"https:\/\/www.inspirenignite.com\/jntuh\/wp-json\/wp\/v2\/posts\/25287","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/www.inspirenignite.com\/jntuh\/wp-json\/wp\/v2\/posts"}],"about":[{"href":"https:\/\/www.inspirenignite.com\/jntuh\/wp-json\/wp\/v2\/types\/post"}],"author":[{"embeddable":true,"href":"https:\/\/www.inspirenignite.com\/jntuh\/wp-json\/wp\/v2\/users\/2344"}],"replies":[{"embeddable":true,"href":"https:\/\/www.inspirenignite.com\/jntuh\/wp-json\/wp\/v2\/comments?post=25287"}],"version-history":[{"count":0,"href":"https:\/\/www.inspirenignite.com\/jntuh\/wp-json\/wp\/v2\/posts\/25287\/revisions"}],"wp:attachment":[{"href":"https:\/\/www.inspirenignite.com\/jntuh\/wp-json\/wp\/v2\/media?parent=25287"}],"wp:term":[{"taxonomy":"category","embeddable":true,"href":"https:\/\/www.inspirenignite.com\/jntuh\/wp-json\/wp\/v2\/categories?post=25287"},{"taxonomy":"post_tag","embeddable":true,"href":"https:\/\/www.inspirenignite.com\/jntuh\/wp-json\/wp\/v2\/tags?post=25287"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}