Biaxial Analysis of General Shape Baseplate

Units

Plate Geometry

Opening

Anchor Rods

Material Properties

Ec = 1820 · √(f'c · ksi)  ·  n = Es / Ec

Applied Loads

N > 0 compression. MX, MY > 0 counterclockwise.

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Base Plate Diagram

Results

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Anchor Rod Forces

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