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Longitudinal Analysis: 4ft Wide Bay <br />This analysis is based on the Portal Method, with the point of contra flexure of the columns assumed at mid-height between <br />beams, except for the lowest portion, where the base plate provides only partial fixity and the contra flexure is assumed to <br />occur closer to the base (or at the base of pinned condition, where the base plate cannot carry moment). <br />MConnR =MConnL = MConn <br />MConn =((MUpper + MLower) / 2) + MEnds <br />VCol =VLong / # of columns = 296 lbs <br />MBase =5833 in-lbs <br />MLower =((Vcol <br /> . hi) - MBase <br />(296 lbs . 58 in.) - 5833 in-lbs = 11335 in- <br />lbs <br />Levels hi fi Axial Load Moment Beam End <br />Moment <br />Connector <br />Moment <br />1 60 49 6,900 11,335 2,350 13,685 <br />2 60 99 4,600 11,335 2,350 13,685 <br />3 60 148 2,300 11,335 2,350 8,017 <br />PROJECT: <br />FOR: <br />ADDRESS: <br />SHEET#: <br />CALCULATED BY: <br />DATE: <br />Power Distribution Inc <br />Aztec_steve peterson <br />4011 W. CARRAIGE D <br />SANTA ANA, CA <br />13 <br />kelvira <br />6/19/2024 <br /> TEL:(909)869-0989 <br /> 1130 E. CYPRESS ST, COVINA, CA 91724 <br />PN:20240103_2 <br />4011 W Carriage Dr <br />9/11/2024