Angle of Rotation using area moment method
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 :)
Strength of Materials
shear and moment (paki sagot po)
hello po im having a hard time solving this one sir or anyone. Please help. thank you.
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Flexure Formula #525
Edit: From /node/479
paano naging 240kN/m? saan nakuha iyun? salamat!
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pano po malalaman kung asa ung neutral axis sa flexure formula
/reviewer/mechanics-and-strength-of-materials/solution-to-problem-507-flexure-formula
Discussion on: Solution to Problem 411 | Shear and Moment Diagrams
Following is a discussion on the Reviewer item titled: Solution to Problem 411 | Shear and Moment Diagrams. Feel free to add your own comments!
Discussion on: Solution to Problem 597 | Spacing of Rivets or Bolts in Built-Up Beams
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!
Discussion on: Solution to Problem 593 | Spacing of Rivets or Bolts in Built-Up Beams
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!
BES 5
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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