739x
12x
001437
2021-01-28

This model demonstrates how an innovative reduction method minimizes the number of load combinations in a steel frame. The combinatorial approach effectively reduces the load cases and defines clear result criteria. The procedure enables efficient analysis and optimization of structural concepts. The accompanying image shows a detailed steel frame with precisely represented elements and connections.


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Steel Frame Load Combinations

Number of Nodes 5
Number of Lines 4
Number of Members 4
Number of Load Cases 4
Number of Load Combinations 4
Number of Result Combinations 1
Total Weight 0,676 t
Dimensions (Metric) 8.559 x 0.559 x 4.559 m
Dimensions (Imperial) 28.08 x 1.83 x 14.96 feet
Program Version 5.23.02

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