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GANEZ <br />�rtl UppOf)= 23731b <br />�m main)= 3635 i� <br />�m lovrer)= O lb <br />� (VJind) = 6.008 Ib � (Smc) _ <br />L(lop = 22.5 fl <br />v= 134 PLF <br />IBC 2306.4.1 -► <br />OVERTURNING <br />Px <br />134 PLF <br />P+ <br />9 1 <br />41 T C <br />31791D <br />2569 Ib <br />0 Ib <br />5,747 Ib <br />Rpril 10, 2005 I SDA J <br />Floorin(o <br />2 en�er 31or upper, 2 for main or 1 for lower floor <br />0 enter 1 for nghPlett, or 0 for fron4rear walls <br />1 Enter 1 for Wintl or 0(or Seismic <br />1.4 x 0.93 x 260 = 339 PLF -► USE Q <br />5 <br />Tnbutary Area (UDGer Floor) <br />1 subdiap�.lengih <br />2.0 totallength <br />Tn6uta Area (Main Floor) <br />t subCiaph.len9th <br />2.0 lolallengih <br />Tnbuta Area (Lower Floor) <br />0 subdiaph.length <br />2.0 totallengih <br />Height of shear wall = 9.0 ft Weight of shear wall = 10 Ib <br />Length ol shear wall = 4.00 fl Trbutary w!dtb for tlead load (P,) = 7A fl <br />Aspecl Ratio OK length of adjoining watl (P�) = 4.5 fl <br />Pt = 0.67 (7.0 x 4.0) x 12 +�( 9.Ox 4.�)] 10 = 464Ib <br />Ps = (4.5 / 4.0) z( 464 )= 522 Ib <br />T=C =� 134 x 9.0 �•[ 464 x.5 ]- j 522J = 44B Ib <br />Tolal =(Iloor above) +(�his Iloor) _� * 448 -= 439 Ib <br />NO HOLDOWNS REQUIRED <br />MAIN RE•1R SHEARWALL Floor Info <br />om upper)= 23731b 31781b �enter 3 for upper� 2 for main or 1 for lower floor <br />om main)= 3635 Ib 2569 Ib 0 enter 1 lor right-leR, or O lor hont-rear walls <br />�m lower)= O lb O lb 7 Enler 1 far Wind ar 0 for Seismic <br />£ (VJind) = 6,002Ib L (Smc) = 5,747Ib <br />L(tol) = 35 fl <br />v= 86 PLF <br />IBC 2306.4.1 -► 7.4 x 0.93 x 260 = 339 PLF ---► USE 1 <br />OVERTURNING <br />Px <br />86 PLF Height of shear wall = 9.0 ft Weight of shear wall = <br />Length of shear wall = 3.00 fl Tributary width for dead load (P�) _ <br />P� Asped Ratio OK Leng!h ol adjoining wall (P� _ <br />9 � Pt = 0.67 l4.0 x 3.0) x 12 r�( 9.Ox 3.0)J 10 = 276 Ib <br />Px= (4.0 / 3.0) x( 2%� )= 3661b <br />T=C =[ 86 x 9.0 J- j 276 x.5 J-[ 368J = 266 1b <br />4 <br />t <br />STHD70RJ <br />OK <br />Tnbutarv Area (Up�mr Floor) <br />1 subdia�h.lengih <br />2.0 lolallength <br />1 subdiaph.length <br />2.0 lotallength <br />Tribu�a Area (Lower Floor) <br />0 subdiaph.length <br />2A total Ienglh <br />70 Ib <br />4.0 fl <br />4.0 fl <br />13 I Total = (Iloor above) + (lhis 11oor) _ �619 + 266 = -353 Ib <br />T C� NO HOLDOWNS RE�UIRED OK <br />LOWER LEFT SHEARWALL Floor Info <br />�m upper)= 4151 Ib 31781b 1 enter 3 for upper, 2 for main or 1 for lower floor <br />�m main)= 6181 Ib 25691b 1 enter 1 for nghbleft, or 0(or tront-rear walls <br />�m lower)= 0 Ib 11321b 1 Enter t for Wind or 0 for Seismic <br />L(Wind) = 10.332 Ib L' (Smc) = 6,8791b <br />L(tot) = 13.33 fl <br />v= 333 PLF <br />IBC 2306.4.1 -> 1.4 x U.93 x 260 = 339 PLF -► USE 1 <br />OVERTURNING <br />1 PZ <br />Tributary Area (Upper Floor) <br />13.33 subdiaph.length <br />31.0 totallength <br />Tributa Area (Main Floor) <br />13.33 subdiaph.lengih <br />31.0 totallenglh <br />Tributa Area (Lower Floor) <br />7 subdiaph.length <br />2.o totallength <br />333 . PLF Mieight of shear wall = 9.0 ft Welght of shear wall = 70 Ib <br />Leng�h of shear wall = 13.33 fl Tributary widih for tlead load (P�) = 4.0 ft <br />p� Asped Ralio OK Length o1 adjoining wall (Pz) = 4.0 fl <br />g � Pi = 0.67 (4.0 x 13.3) x 12 +j( 9.Ox 13.3)] 10 = 1226 Ib <br />P�= (4.0 I 13.3) x( 1226 )= 3681b <br />T=C = j 333 x 9.0 )•[ 1226 x.5 j-� 368� = 2018 Ib <br />113.33 I Total =(Iloor above) +(�his Iloor) _<232 + 2018 = 625D Ib HD14A <br />T C� USE SIMPSON DESIGNED HOLDOWN: HDBA <br />