340x
2x
000101
2015-12-23

Four columns are fixed at the bottom and connected by the rigid block at the top. Block is loaded by pressure and modeled by an elastic material with a high modulus of elasticity. Outer columns are modeled by linear elastic material and inner columns by a stress-strain diagram with the decaying dependence. Assuming only small deformations theory and neglecting structure's self-weight, determine its maximum deflection.


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Verification Example 000014 | 4

Number of Nodes 11
Number of Lines 13
Number of Surfaces 3
Number of Load Cases 1
Dimensions (Metric) 0.350 x 0.000 x 1.100 m
Dimensions (Imperial) 1.15 x 0 x 3.61 feet
Program Version 5.05.00

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