I'm using PCACOL, ver. I have a general question. In the load input section of the software, it has options to input moments at top and at the bottom of col. If I have let say 50 k-ft moment at the top, and a 10k lateral load at the top of a 20 ft col., should I enter the bottom moment as (50+10*20=250 k-ft)?

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Or just the moment due to the lateral load (10*20=200 k-ft) and the software will internally adds the top moment? I appreciate your input as usuall. Thanks, Mansour RE: PCACOL (Columns, Load Input) (Structural) 28 Aug 03 10:38. Spring In Action 4th Edition Torrent.