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<br />Stephens Home <br /> <br />Height: 0-15 15-20 20-40 40-60 <br />Resisting Moment: 6388.5 6388.5 6388.5 6388.5 <br />x 2/3 = 4259.0 4259.0 4259.0 4259.0 <br />Uplift Moment: -3106.5 -3402.4 -4142.0 -4585.8 <br />Hz. Pres. Moment: -271.7 -231.4 -362.3 0.0 <br />Overturning MInt. = -3378.2 -3633.8 -4504.3 -4585.8 <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 ) = -42398 -38798 -26538 -25390 <br /> <br />lbs <br /> <br />** Specify tie-down accordingly, FS 'built in' to Mfr's tables. <br /> <br />Page 7 <br /> <br /> <br />~\u~~ <br />