Base Plate Verification Example
Design the base plate shown in Figure B.4 for an ASD and LRFD required strength of 60 and 90 kips, respectively, and moments from the dead and live loads equal to 480 and 720 kip-in., respectively. The ratio of the concrete to base plate area (A2/A1) is 4.0. Bending is about the strong axis for the
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