Jan 14, 2016
The analysis runs in the following slides are based on a W8 x 58.0 wide beam with dimensions shown bellow.
24,000 load in direction of CG
Original design of cantilever beam section
Peak stress 85 ksi (see next sheet)
Peak stress 21 ksi
24,000 load in direction of CG
Cantilever beam section changed
Peak stress:
24,000 load in direction of CG
Adding local web increased the peak stress and moved its location as shown.
21.25 ksi (single pass)
Peak stress 19.5 ksi (single pass)
24,000 load in direction of CG
Peak stress:
21.25 ksi (single pass)
18.64 ksi (multi pass)
24,000 load in direction of CG
See next sheet for deflected shape
24,000 load normal to beam
Peak stress:
37.4 ksi (single pass)
24,000 load normal to beam
Peak stress:
36.0 ksi (single pass)
33.1 ksi (multi pass)
24,000 load normal to beam
Extended local rib
The analysis runs in the following slides are based on a W8 x 67.0 wide beam with dimensions shown bellow.
Peak stress:
24.7 ksi (single pass)
xxx ksi (multi pass)
15,600 vertical load at each lift point
11.8 ksi
24.7 ksi
9.5 ksi
13.6 ksi
Peak stress:
15,600 vertical load at each lift point
22.9 ksi (multi pass)
22.9 ksi peak stress is located in the bolt
area
Deflected shape with 15,600 vertical load at each lift point
18,000 lb vertical load at inner lift point
Peak stress is 22.9 ksi (multi pass)
Bolt stresses:
20.0 ksi14.4 ksi17.3 ksi14.4 ksi
Peak stress is 21 ksi (multi pass with bolt supperts)
Full left side, position 247 lift support
Full left side, position 247 lift support
Peak stress is 16.7 ksi (multi pass with full pad constraints)
Full left side, position 247 lift support
Peak stress is 20 ksi (multi pass with full pad constraints)
Removed local ribs on inside
Full left side, position 247 lift supportPeak stress is 20 ksi (multi pass with full pad
constraints)
Removed local ribs on inside
Full left side, position 247 lift support
Peak deflection: .003” (multi pass with full pad constraints)
Removed local ribs on inside
18,000 lb load at inner lift point only
Multi-pass run