Design Example H5-c in AISC 13th edition CD-room intends to illustrtae the correct interpretation of section H3 (page 16.1-74) of the code. In this example they calculate the Unity Check using equation H3-6 considering like if the maximum moment and shears occur exactly at the same location but we all know that this is not the case for a simple supported beam. Does anyone know why they did this? Regards David Guerrero
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