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Longitudinal Analysis: Bay 1 - 120" (Option 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 = 644 lbs <br />MBase =0 in-lbs <br />MLower =((Vcol <br /> . hi) - MBase <br />(644 lbs . 10 in.) - 0 in-lbs = 6440 in-lbs <br />Levels hi fi Axial Load Moment Beam End <br />Moment <br />Connector <br />Moment <br />1 12 74 15,300 6,440 5,394 27,290 <br />2 60 43 12,750 37,352 5,394 42,746 <br />3 60 78 10,200 37,352 5,394 42,746 <br />4 60 114 7,650 37,352 5,394 42,746 <br />5 60 150 5,100 37,352 3,732 41,084 <br />6 60 185 2,550 37,352 3,732 22,408 <br />PROJECT: <br />FOR: <br />ADDRESS: <br />SHEET#: <br />CALCULATED BY: <br />DATE: <br />Behr Process Corp <br />Interlake-Mecalux_Gabr <br />1995 S Standard Av <br />Santa Ana, CA <br />10 <br />kelvira <br />4/11/2024 <br /> TEL:(909)869-0989 <br /> 1130 E. CYPRESS ST, COVINA, CA 91724 <br />PN:20240411_15