5923 3RD DR W 2018-01-02 MF Import

Fitzer S Asso=fates 07-178 2SL IBC verG-4 xmcd 11.0 Overturning Force in the Front to Rear Direction OVERTURNING FIB - Second Floor _ Tributary Area of: Line Width Length Wall Ht Roof Roof Ad i Floor Floor Ad i U to iC Force 1.2 w1.2 = 14-ft 1.1.2 = 14 ft Hmol := 1-2 Tr:= 22 ft T2:= &ft Tf:= 0 ft Tf2:= O ft ❑� Overturning Calculations 2.2 w2.2:= 14-ft L2.2 = 14 ft Hmol:= H2 Tr:= 22 ft Tr2:= &ft Tf:= O ft Tf2:= 0-ft T1.2 = -787lb ❑Q Overturning Calculations — 3.2 w3.2:= 0-ft L3.2 = 0 Hmot:= H2. Tr:= O ft Tr2:= Oft Tf:= 0 ft Tf2 r Oft T2.2 = -787 ib Qi Overturning Calculations — 4.2 w4.2:= O.ft L4,2 = 0 Hmot:= H2 Tr:= O ft T12:= Oft T1:= 0ft Tf2:= O-ft T3.2 = 0 Di Overturning Calculations — T42`0 OVERTURNING FIB - First " loor Tributary Arua of: Line Width Length Well Hl Roo_ Roof Ldl Flgor Floor A Uplift Forca 1.1 wi.1 :- 14 ft 1-1.1 = 14 ft Hmot:= H7 Tr:= O it Tr2:= 0-R Tf:= 3 ft rf2:= To �i Overturnina calculations 2.1 w2.1: 14-ft L2 1 = 14 ft Hmot:= H1 Tr:- 0 ft Tr2:= O ft Tf:= 3 ft Tf2:= 7-ft T1.1 =1306 I^ Qi Overturning calculations 3.1 w3.1 := O-ft 1-3.1 = 0 Hmot:= H1 Tr:= O It Tr2:= O ft Tf- O-ft Tf2 s O-ft T2.1 = 1306 lb �i Overturning Calculations — 4.1 w4.1:= O-ft L4.1 = 0 QQ Overturning Calculatlons— Hmot" H1 T; := O ft Tr2:= Oft Tf:= 0-ft l f2 = CA T3.1 = 0 T4.1= 0 4 / 1 G 2007 2SL Version 6.4 Page 11