Skip to content
"Engineering  Oasis"
  • Home
  • blog posts
  • linear Algebra -Matrices
  • Discrete Math
  • Engineering Economy
  • First moment of area-plain shapes
  • First moment of area-round shapes.
  • Introduction to structrural steel
  • Mechanics of materials
    • Discontinuity functions
    • Videos for discontinuity function.
  • Numerical analysis
    • Introduction to Interpolation
    • Solution of linear systems
    • Solving non linear equations
  • Bolted Connection.
  • Compression Members
  • Steel Beams
    • Elastic and plastic sections.
    • local buckling
    • Bending of non-compact sections.
    • Block shear for beams
    • Built up sections
    • Cb the coefficient of bending.
    • lateral torsional buckling
    • Design a steel beam using Table 3-10
    • Shear for steel beams
    • Deflection for steel beams
    • Nominal loads-Plastic theory
  • Tension Members
  • Second moment of area for plain shapes
  • Maximum value of Ix and Iy
  • Videos for the Second moment of area
  • Videos for maximum moment of inertia
  • Courses BY SAMAAH SULTAN

First part Practice problem-7-35

A detailed explansion for first part of practice problem P7-35 is given. How can we use discontinuity function to derive expressions for w(x),V(x) and M(x)?

4-Part 1 of Practice problem-7-35 Discontinuity Functions

April 20, 2025May 27, 2024 by Maged kamel
Practice problem p7-35-use discontinuity function.

part 1 of Practice problem-7-35-Discontinuity Functions. How to get the expressions for W(x),V(x) and M(x) for a beam?

Categories Discontinuity functions Tags First part Practice problem-7-35

Categories

CB value-bracing at the midpoint of a beam-uniform load (1) CB value-bracing at third points of a beam-uniform load (1) Compact and non compact sections. (1) Crout's LU decomposition for a 3x3 matrix (2) Deflection of steel beams (3) Discontinuity functions table for loads (2) Effective area for staggered bolted angle (1) Effective length factor for an inelastic column. (1) How to design a steel beam? (1) Inertia Ix for Parallelogram. (2) Introduction to Numerical analysis part 2 (1) introduction to Tension members (2) list of steel beams posts-part -4a (1) List of tension members posts-part 3 (1) LU-partial pivoting (2) Mohr's circle of inertia part 2 (2) Moment of inertia Ix for the Trapezium-second option (1) Permutation matrix. (2) Product of inertia Ixy for the parallelogram (1) Review of AISC table 2-5 for plates. (1) Simple interest and compound interest (2) Solved problem-7-4-1 (1) Solved problem-8 by Modified Newton-Raphson. (1) Solved problem 5-2 for the plastic moment value for W10x60. (1) Solved problem 7-2 for frames 1-3 (1) Solved problem 8-32, finding the plastic nominal load (2) Solved problems for the net area. (2) steel beam posts part -2a (1) Two Practice problems for inertia for trapezium. (1) Uniform series of compound interest. (2) Video for Ix and Iy for an isosceles (1) Video for Ix for a right-angle case -2-Use Hl strip. (1) Video for Mohr's circle of inertia case-2. (1) x bar for a right angle triangle (2) y bar for a right angle triangle by integration. (2)

© 2025 "Engineering Oasis" • Built with GeneratePress