Articles Posted in the " Slope and Deflection " Category

  • SLOPE AND DEFLECTION

    SLOPE AND DEFLECTION

      SLOPE AND DEFLECTION  SLOPE:  It is angular shift at any point of the beam between no load condition and loaded beam. Its value is different at different points on the length of the beam. It is represented by dy/dx or θ. Its units are radians. There is a maximum limit for slope for any […]


  • SLOPE AND DEFLECTION- ASSIGNMENT

    SLOPE AND DEFLECTION- ASSIGNMENT

    SLOPE AND DEFLECTION- ASSIGNMENT Discuss slope and deflection. Derive the approximate differential equation of a bent beam. Discuss double integration method with an example. Discuss Macaulay’s Method. Discuss the moment area method of finding slope and deflection. Moment Area Method Or Graphical Method : Uses Two Mohr’s Theorems MOHR’S FIRST THEOREM: It is for finding […]


  • INTERVIEW SHORT QUESTION ANSWERS -deflection

    INTERVIEW SHORT QUESTION ANSWERS -deflection

     INTERVIEW SHORT QUESTION ANSWERS-Deflection Keywords: Macaulay’s method-  bending moment – shear force  simple bending Why is Macaulay’s method superior to double Integration method? A.   Double integration method is applicable for one load only at one time. If number of loads are more than one (say two concentrated and one UDL), it is very cumbersome […]


  • *Mcq: Slope and Deflection

    *Mcq: Slope and Deflection

    Mcq: Slope and Deflection Maximum deflection in a S.S.Beam with ‘W’ not at the center will be (a) Wb (L2 –b2)1.5/3√3 EI (b) Wb (L2 –b2)1.5 /6√3 EI (c) Wb (L2 –b2)1.5/ 9√3 EI (d) None (Ans: c) Deflection under the load in a S.S.Beam with ‘W’ not at the center will be (a) 4Wa2b2/3 […]


  • Short Interview Question Answers on  Slope and Deflection

    Short Interview Question Answers on Slope and Deflection

     Short Interview Question Answers on Slope and Deflection Q.What is a cantilever beam? When one end of beam is fixed and the other end is free. Like a tree, like a pole, like a building  Q.What is meant by beam with overhangs? The supports are not provided at the ends of the beam. There is […]