(1) | $ (4) | 0 (139) | 1 (35) | 2 (42) | 3 (26) | 4 (10) | 5 (6) | 6 (5) | 7 (19) | 8 (6) | 9 (1) | A (270) | B (43) | C (116) | D (224) | E (131) | F (153) | G (27) | H (57) | I (141) | J (6) | K (8) | L (47) | M (77) | N (35) | O (11) | P (537) | Q (18) | R (48) | S (573) | T (206) | U (6) | V (43) | W (86) | X (17) | Y (2) | Z (9) | [ (3)
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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
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Dr. Reed, arriving late at the lab one morning, pulled out his watch and said, “I must have it seen to. I have noticed that the minute and the hour hand are exactly together every 65 minutes.” Does Dr. Reed’s watch gain or lose, and how much per hour?
Duel of Two 50% Marksmen: Odds in favor of the man who shoots first
During the last election, the total number of votes in a certain municipality was 12,400.
Dynamics
Dynamics