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<br />Wedgewood 21 '07 <br /> <br />'.,.. Height: 0-15 .i ..' ..'. 15-20 20-40 40-60 Total <br />Resisting Moment: 967.3 967.3 967.3 967.3 967.3 <br /> x 2/3 = 644.9 644.9 644.9 644.9 644.9 <br /> Uplift Moment : -840.7 0.0 0.0 0.0 -840.7 <br />Hz. Pres. Moment: -205.5 -31.0 0.0 0.0 -236.6 <br />Overturning MInt. = -1046.2 -31.0 0.0 0.0 -1077.2 <br /> <br />Note: If OM < 2/3 RM, hold-downs are not required. <br /> <br />Required tie-down force (T): <br /> <br />( Factor of Safety 'built in' to Mfr's tables.) <br /> <br />Therefore: T x b + RM > or = OM. <br />where, b= building width. <br /> <br />T = (OM-RM) 1 b = I 2893 Ilbs <br /> <br />** Specify tie-down accordingly, FS 'built in' to Mfr's tables. <br /> <br />x.) Girder Uplift: <br />1.) Two (2) Point Bearing, Symmetric. N/A <br /> <br />Girder Contrib. area (sf) ',.. Height (ft) NetUplift (pst) , Uplift perbrg, <br />Hip-1 266.0 12.0 -9.2 -1223.6 <br /> 12.0 -9.2 0.0 <br /> 12.0 -9.2 0.0 <br /> <br />Girder <br />Mark <br /> <br />2.) Other configurations ie. three (3) point brg. <br />Contrib. Height (ft) <br />area (sf) (Mn.roof) <br />12.0 <br />12.0 <br /> <br /> <br />N/A <br /># Brg. <br />Points <br /> <br />Max.. · Uplift <br />Reaction (Ibs) <br /> <br />Page 7 <br /> <br />