Multiframe Analysis—Results

These diagrams show the load cases that Multiframe resolved. The deflection diagram (left) shows that the maximum deflection is about 5" at the top of the structure, acceptable by New York City building code standards.

The left diagram also shows the bending and axial forces present in the loads under extreme circumstances. Even in this worst case (high winds evenly distributed on the the building surface), the stresses do not exceed 24 KSI.

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