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Discussion on: Solution to Problem 115 Shear Stress
Discussion on: Solution to Problem 123 Shear Stress
Discussion on: Solution to Problem 130 Bearing Stress
Discussion on: Solution to Problem 141 Pressure Vessel
Discussion on: Solution to Problem 225 Biaxial Deformation
Discussion on: Solution to Problem 311 Torsion
Discussion on: Solution to Problem 313 Torsion
Discussion on: Solution to Problem 411 | Shear and Moment Diagrams
Discussion on: Solution to Problem 457 | Moving Loads
Discussion on: Solution to Problem 503 | Flexure Formula
Discussion on: Solution to Problem 535 | Economic Sections
Discussion on: Solution to Problem 593 | Spacing of Rivets or Bolts in Built-Up Beams
Discussion on: Solution to Problem 597 | Spacing of Rivets or Bolts in Built-Up Beams
Discussion on: Solution to Problem 609 | Double Integration Method
Discussion on: Solution to Problem 625 | Moment Diagram by Parts
Discussion on: Superimposed or Built-up Beams
Distance between projection points on the legs of right triangle (solution by Calculus)
Distance From a Point to a Plane in 3D-Space
Division by t | Laplace Transform
dKi9DFQ-0 Situation. The following are identified as expected loadings to the beam shown below:
dKi9DFQ-1 Calculate the maximum shear force that could developed at the section just before point A.
dKi9DFQ-2 Find the maximum positive shear that could developed at the section just after point A.
dKi9DFQ-3 Find the maximum moment (in kN-m) that could developed at point A.
DNfS204-0 Situation. A square timber beam used as a railroad tie is supported by a uniformly distributed loads and carries two uniformly distributed loads each totaling 48 kN as shown.
DNfS204-1 Calculate the uniform reaction of the beam in kN/m.
DNfS204-2 Find the maximum moment acting on the beam in kN-m
DNfS204-3 Determine the size of the section of the beam if the maximum stress is limited to 8 MPa.
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Double Integration Method | Beam Deflections