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<br />. , <br /> <br />Wedgewood Manor (2066) <br /> <br />Height: 0-15 15-20 20-40 40-60 <br />Resisting Moment: 878.0 878.0 878.0 878.0 <br />x 2/3 = 585.3 585.3 585.3 585.3 <br />Uplift Moment : -824.3 -902.8 -1099.1 -1216.9 <br />Hz. Pres. Moment : -205.5 -31.0 0.0 0.0 <br />Overturning Mmt. = -1029.9 -933.9 -1099.1 -1216.9 <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) / b <br /> <br />Height: 0-'15 15-20 20-40 40-60 <br />Tie-Down ( T ) = 3997 1470 5819 8918 <br /> <br />** Specify tie-down accordingly, FS 'built in' to Mfr's tables. <br /> <br />Page 7 <br /> <br />lbs <br /> <br />