1 / 12

Section Optimization Competition

Develop the best C-section beam design within the given constraints for the competition. Loading conditions are pure flexural loading with pin supports. Beam dimensions and properties are provided. Raise your hands or ask questions if needed.

avera
Download Presentation

Section Optimization Competition

An Image/Link below is provided (as is) to download presentation Download Policy: Content on the Website is provided to you AS IS for your information and personal use and may not be sold / licensed / shared on other websites without getting consent from its author. Content is provided to you AS IS for your information and personal use only. Download presentation by click this link. While downloading, if for some reason you are not able to download a presentation, the publisher may have deleted the file from their server. During download, if you can't get a presentation, the file might be deleted by the publisher.

E N D

Presentation Transcript


  1. Section Optimization Competition

  2. Baseline model • C-section • 9 in. web, 3 in. flange, ½ in. lips t=0.068 in. • fy = 50 ksi • A = 1.088 in2 • My = 151 kip-in. • Loading and conditions • pure flexural loading (beam) – pin supports • braced at 96 in.

  3. Baseline response

  4. A = 1.088 in2 My = Mcrl = Mcrd = Mcre (96 in.) = Mne = Mnl = Mnd = Mn = Yes 151 kip-in. 136 kip-in. 95 kip-in. 140 kip-in. 118 kip-in. 105 kip-in. 99 kip-in. 99 kip-in. Ben Schafer entrant Comment: 9x3x0.5 C-section – nothing fancy

  5. Competition • You (and your computer partners) have untilxxx pm to develop the best beam you can. • Key constraints • A must be within 1% of 1.088 in2 • Mcre is taken at 96 in., fy=50 ksi • When you have a beam you would like to enter on the big board, let me know. • Raise your hands or speak up if you have any questions...

  6. A = 1.088 in2 My = Mcrl = Mcrd = Mcre (96 in.) = Mne = Mnl = Mnd = Mn = XXYesXX xxx kip-in. xxx kip-in. xxx kip-in. xxx kip-in. xxx kip-in. xxx kip-in. xx kip-in. xx kip-in. XXXX entrant Comment: XXXX

  7. A = 1.088 in2 My = Mcrl = Mcrd = Mcre (96 in.) = Mne = Mnl = Mnd = Mn = XXYesXX xxx kip-in. xxx kip-in. xxx kip-in. xxx kip-in. xxx kip-in. xxx kip-in. xx kip-in. xx kip-in. XXXX entrant Comment: XXXX

  8. A = 1.088 in2 My = Mcrl = Mcrd = Mcre (96 in.) = Mne = Mnl = Mnd = Mn = XXYesXX xxx kip-in. xxx kip-in. xxx kip-in. xxx kip-in. xxx kip-in. xxx kip-in. xx kip-in. xx kip-in. XXXX entrant Comment: XXXX

  9. A = 1.088 in2 My = Mcrl = Mcrd = Mcre (96 in.) = Mne = Mnl = Mnd = Mn = XXYesXX xxx kip-in. xxx kip-in. xxx kip-in. xxx kip-in. xxx kip-in. xxx kip-in. xx kip-in. xx kip-in. XXXX entrant Comment: XXXX

  10. A = 1.088 in2 My = Mcrl = Mcrd = Mcre (96 in.) = Mne = Mnl = Mnd = Mn = XXYesXX xxx kip-in. xxx kip-in. xxx kip-in. xxx kip-in. xxx kip-in. xxx kip-in. xx kip-in. xx kip-in. XXXX entrant Comment: XXXX

More Related