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Longitudinal Analysis: 1 <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 = 352 lbs <br />MBase =8096 in-lbs <br />MLower =((Vcol <br /> . hi) - MBase <br />(352 lbs . 46 in.) - 8096 in-lbs = 8096 in-lbs <br />Levels hi fi Axial Load Moment Beam End <br />Moment <br />Connector <br />Moment <br />1 48 35 8,200 8,096 4,454 12,550 <br />2 48 70 6,150 8,096 4,454 12,550 <br />3 48 106 4,100 8,096 4,454 12,550 <br />4 48 141 2,050 8,096 4,454 8,502 <br />PROJECT: <br />FOR: <br />ADDRESS: <br />SHEET#: <br />CALCULATED BY: <br />DATE: <br />Pace Supply <br />The Beacon Group_Kevin <br />3421 W. Segerstro <br />Santa Ana, CA <br />12 <br />tchang <br />6/20/2023 <br /> TEL:(909)869-0989 <br /> 1130 E. CYPRESS ST, COVINA, CA 91724 <br />PN:20230619_19 <br />3421 W Segerstrom Ave - <br />10111647610/31/2023