Do you have any sample problem in solving for the angle of rotation in the deflection of the beam at any point using area moment method? Thanks :)
hello po im having a hard time solving this one sir or anyone. Please help. thank you.
Edit: From /node/479
paano naging 240kN/m? saan nakuha iyun? salamat!
/reviewer/mechanics-and-strength-of-materials/solution-to-problem-507-flexure-formula
Following is a discussion on the Reviewer item titled: Solution to Problem 411 | Shear and Moment Diagrams. Feel free to add your own comments!
Following is a discussion on the Reviewer item titled: Solution to Problem 597 | Spacing of Rivets or Bolts in Built-Up Beams. Feel free to add your own comments!
Following is a discussion on the Reviewer item titled: Solution to Problem 593 | Spacing of Rivets or Bolts in Built-Up Beams. Feel free to add your own comments!
A structural steel column with Fy = 250 MPa
having an unbraced length of 3m is to carry a total axial load of 1800 kN. Which of the following sections is most economical (lightest ) for the given loads. The comumn is hinged at both ends.
Section A: Area = 13,800mm2 Ix= 293.63 x106mm4Iy= 67.59 x 106mm4
SectionB: Area = 11,550 mm2 Ix=177.04 x 106mm4Iy=39.14x 106mm4
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