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_ i <br /> ) <br /> ; Stephens Home <br /> � <br /> � <br /> ' <br /> � _ _....;.:...:::.:;:.:::; ........;..;...:..:::_ , _<:::....::. :... :: ,..:.:: ... ....:: ;.: . .:.. <br /> , He�ght:::: 0:�15.. : ,.<�;5�20 ... :.:20�0 :: 40-6(� . <br /> . �� Resisting Moment: 6388.5 6388.5 6388.5 6388.5 <br /> 'I x 2/3 = 4259.0 4259.0 4259.0 4259.0 <br /> . ! Uplift Moment : -3106.5 -3402.4 -4142.0 -4585.8 <br /> i Hz. Pres. Moment : -271.7 -231.4 -362.3 0.0 ; <br /> � Overturning Mmt. _ -3378.2 -3633.8 -4504.3 -4585.8 <br /> i I <br /> i ; <br /> � Note: If OM<2/3 RM, hold-downs are not required. � <br /> i <br /> I <br /> Required tie-down force(T): ' <br /> ii I <br /> � (Factor of Safety 'built in'to Mfr's tables.) , <br /> � <br /> � <br /> Therefore : T x b +RM> or=OM. � <br /> " where, b=building width. <br /> I <br /> � <br /> � <br /> � T = (OM-RM)/b � <br /> � I <br /> ::...:::::: .....;.:..::...:.. . : ..;.., .,.::.: :.;.. ,_.:.. ...:..,.. .:.... . �, <br /> � Hex�ht;:::... O�1:5:... �S:�2f3. :: 20-�:0' 4.O�d0 .: � � <br /> � Tie-Down(T ) _ -42398 -38798- -26538 -25390 lbs i <br /> '� I <br /> ** Specify tie-down accordingly, FS 'built in'to Mfr's tables. ' <br /> i <br /> I j <br /> � i <br /> i i <br /> � I <br /> i <br /> � <br /> I <br /> I <br /> � <br /> i , <br /> I I <br /> i - <br /> i - - - <br /> � - - / <br /> � Jame a ano,P.E. , <br /> j Page 7 . 5/20/94 <br /> � <br /> � <br />