Articles Posted in the " Bending of Beams " Category

  • Moment of inertia & Polar Moment of Inertia

    Moment of inertia & Polar Moment of Inertia

    Moment of inertia and Polar moment of inertia Definition It is a property of a cross-sectional area to resist bending. Larger is the value of moment of inertia, lesser will be the bending. It is also called second moment of the area of cross-section.              Symbol Its symbol is ‘I’. […]


  • Assignment:Bending stresses in a beam    

    Assignment:Bending stresses in a beam   

    Assignment:Bending stresses in a beam  A 4 m span wooden beam  of rectangular section 120 mm deep and 60 mm wide is bent into an arc of radius 100 m. Determine the following quantities: Maximum tensile stress developed Maximum compressive stress developed Bending moment applied. Point load at the centre if the beam is simply […]


  • INTERVIEW SHORT QUESTION ANSWERS ON BENDING

    INTERVIEW SHORT QUESTION ANSWERS ON BENDING

     INTERVIEW SHORT QUESTION ANSWERS- BENDING     Neutral axis of a beam Neutral axis is a line in the cross section of the beam where neutral plane cuts the cross section. At this axis, there will be no stress. It is symmetrically placed in a symmetrical cross section like a rectangular section, square section and circular […]


  • *Mcq – Theories of Elastic Failure-1

    *Mcq – Theories of Elastic Failure-1

      https://www.mesubjects.net/wp-admin/post.php?post=4363&action=edit     MCQ Slope Deflection https://www.mesubjects.net/wp-admin/post.php?post=4367&action=edit      MCQ springs https://www.mesubjects.net/wp-admin/post.php?post=4290&action=edit      MCQ Bending stresses https://www.mesubjects.net/wp-admin/post.php?post=4236&action=edit       MCQ SF and BMD-2 https://www.mesubjects.net/wp-admin/post.php?post=4231&action=edit        MCQ SF & BMD-1 https://www.mesubjects.net/wp-admin/post.php?post=4227&action=edit         MCQ P. Stresses-2 Mcq – Theories of Elastic Failure  Maximum principal stress theory is applicable to (a) Ductile materials (b) Brittle materials (c) Composite materials (d) None (Ans:b) Under maximum principal stress […]


  • Mcq – Bending Stresses in beams-1

    Mcq – Bending Stresses in beams-1

      https://www.mesubjects.net/wp-admin/post.php?post=4378&action=edit     MCQ Theories elastic failure https://www.mesubjects.net/wp-admin/post.php?post=4363&action=edit     MCQ Slope Deflection https://www.mesubjects.net/wp-admin/post.php?post=4367&action=edit      MCQ springs https://www.mesubjects.net/wp-admin/post.php?post=4236&action=edit       MCQ SF and BMD-2 https://www.mesubjects.net/wp-admin/post.php?post=4231&action=edit        MCQ SF & BMD-1 https://www.mesubjects.net/wp-admin/post.php?post=4227&action=edit         MCQ P. Stresses-2 MCQ– Bending Stresses in beams Bending occurs due to the application of (a) Axial load (b) Transverse load (c) Torsional load (d) None (Ans: b) Bending occurs due […]


  • Mcq: Bending of Beams

    Mcq: Bending of Beams

    Mcq: Beams Which is more in a beam (a) Moment of inertia (b) Polar moment of inertia (c) Section modulus (d) None (Ans: b) Centroid is applicable for a (a) 1-Dimensional (b) 2-Dimensional (c) 3-Dimensional (d) (d) None (Ans: b) Center of gravity is applicable for a (a) 1-Dimensional (b) 2-Dimensional (c) 3-Dimensional (d) None […]


  • * Short Interview Question Answers On Bending

    * Short Interview Question Answers On Bending

      Short Interview Question Answers On bending  DEFINITION OF BENDING Bending is a part of a circular deformation. Initially straight member becomes like a bow or an arc. ASSUMPTIONS USED IN DERIVATION OF BENDING EQUATION (i) Beam is initially straight. (ii) Beam is homogeneous i.e. composition is same throughout. (iii) Material is continuous i.e. no voids or […]


  • Interview Short Question Answer-Bending-3

    Interview Short Question Answer-Bending-3

     Interview Short Question Answer -Bending Q1. A beam of square section with side ‘a’ is used with its diagonal horizontal. Find the section modulus of the beam. A. There will be one triangle above and another below the horizontal diagonal. The moment of inertia of one triangle about the base is bd3/12= a4/12. Therefore the […]


  • Bending Stresses-2

    Bending Stresses-2

     Bending Stresses PURE BENDING EQUATION M/I = σ/y = E/R Where M is the bending moment applied ( Maximum bending moment from BMD), Nm I = moment of inertia of the area about the centroidal axis, m4 σ is tensile or compressive stress at distance ‘y’ from the neural axis, MN/m2 y is the distance […]


  • Theories of Elastic Failures

    Theories of Elastic Failures

    THEORIES OF ELASTIC FAILURES There are five well known theories of elastic failures. These theories explain material under simple or complex loaded condition is elastic in many ways and does not meet a failure but undergoes a failure in one of the following five ways. The material is safe in four remaining ways. For example, […]