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STEP 3: MEMBER UC OPTIMIZATION
Note” “UC” is unity-check as
per API/AISC
Model at Start of Analyses
MCHTM Inc
Model after 4 Iterations
Weight of modelled structure = 4945 kN
Weight of modelled structure = 3294 kN
0.00
0.50
1.00
1.50
2.00
2.50
3.00
OO 8A 8B 8C
UnityCheck(UC)
Iterations
Modelled Members Min, Max & Avg UC at each
Iteration
Avg UC
Min UC
Max UC
3000
3200
3400
3600
3800
4000
4200
4400
4600
4800
5000
OO 8A 8B 8C
ModelledStructureWeight(kN)
Iterations
Modelled Structure Weight at each Iteration
OVERALL CONCLUSION:
1. Initial selection of member size
for this module was very
conservative..
2. Minimal change in the results
after the 2nd iteration.
3. Final results
a. Ratio of Primary structure
weight to total module
weight: 20%
b. Ratio of Total structure
weight to total module
weight: 36%
4. Run Times for each iteration
a. SACS – 3 min
b. Macro – 2 min

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Support slide3

  • 1. STEP 3: MEMBER UC OPTIMIZATION Note” “UC” is unity-check as per API/AISC Model at Start of Analyses MCHTM Inc Model after 4 Iterations Weight of modelled structure = 4945 kN Weight of modelled structure = 3294 kN 0.00 0.50 1.00 1.50 2.00 2.50 3.00 OO 8A 8B 8C UnityCheck(UC) Iterations Modelled Members Min, Max & Avg UC at each Iteration Avg UC Min UC Max UC 3000 3200 3400 3600 3800 4000 4200 4400 4600 4800 5000 OO 8A 8B 8C ModelledStructureWeight(kN) Iterations Modelled Structure Weight at each Iteration OVERALL CONCLUSION: 1. Initial selection of member size for this module was very conservative.. 2. Minimal change in the results after the 2nd iteration. 3. Final results a. Ratio of Primary structure weight to total module weight: 20% b. Ratio of Total structure weight to total module weight: 36% 4. Run Times for each iteration a. SACS – 3 min b. Macro – 2 min