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UPPER LEFT <br />>m upper)= 4151 Ib 3178Ib <br />�m main)= O lb O lb <br />�m Iower)= O lb O lb <br />£ (VJind) = 4.157 Ib £ (Smt) = 3,178 Ib <br />L(lo�)= 79.5f1 <br />v= 106 PLF <br />Floorinfo <br />3 enter 3 for upper, 2 �or main or t for lower 9nor <br />1 en�er 1 fot right•lefl, or 0 for front-rear walls <br />1 Enler 1 for Wind ar'1 for Seismic <br />IBC 2306.4.1 -► 7.4 x 0.93 x 260 = 339 PLF <br />OVERTURNING <br />1 P� <br />-� USE 1� <br />106 PLF Heighl of shear wall = B.O tt Weight of shear wall = <br />Lengih of shear wall = 9.00 fl Tnbutary width tor deaC loatl (P,) _ <br />P7 Hsped Ratio OK Length of atljoinin^ wall (P� _ <br />B I P+= o.s� (6.0 x 9.0) x 5.4 +�( B.Ox 9.7)j 10 = 674 Ib <br />� Pz= (4.0 ! 9.0) x( 674.4 )= 3001b <br />T_C = j 106 x 8.0 )- j 674 x.5 ]- � 300J = 215 �b <br />3 <br />Tnbutarylvea NpDer Floor) <br />�subdiaph.length <br />2.0 totallength <br />Tnbuta Area (A1ain Flcor) <br />0 subtliaph.length <br />3.0 totallength <br />i ributa Area (lower Floor) <br />0 subtliaph.iengih <br />2.0 totallength <br />10 Ib <br />6.0 R <br />4.0 fl <br />19 I Total =(floor above) +(this floor) _� � z75 = 2151b STHDIORJ <br />T C� NO HOLDOWNS REQUIRED aK <br />UPPER RIGHT SHEARWALL Floor Info Tributary Area (UDDer Floor) <br />�rr� upper)= 4151 Ib 31781b 3 enler 3 tor upper, 2(or main or 1 for lower Ooor 1 subtliaph.length <br />�m main)= 0 Ib 0 Ib �enter 1 for righbleft. or 0 for hon4rear walls 2.0 total length <br />�m lower)= O lb O lb 1 Enter t for Wind or 0(or Seismic <br />£(VJintl - 4.151 Ih :: (Smc) = 3,1781b 0 subtliaph.length <br />)' <br />L(lof) = 15 tt 3A total lenglh <br />v= 138 PLF Q Tnbuta Area (Lower Floor) <br />IBC 2306.4.1 -► 1.4 x 0.93 z 260 = 339 PLF -C USE 1 0 subdiaph.length <br />OVERTURNING 2.0 total lengih <br />Pz <br />13B PLF Heighl ol shear wall = 8.0 fl Weight ol shear wall = 70 Ib <br />Length of shear wall = 15.00 fl Tnbutary width (or deatl loatl (P�) = 6.0 fl <br />P� Asped Ratio OK Lenglh of adjoining wall (P�) = 4.0 fl <br />8 � P7 = 0.67 (6.0 z 15.0) x 5.4 +�( B.Oz 15.0)] 10 = 1124 Ib <br />Pz= (4.0 / 75.0) x( 1124 )= 3001b <br />T=C = j 138 x 8.0 �- j 1124 x.5 j•[ 300J = 245 Ib <br />115 I Total =(fioor above) +(Ihls Iloor) =0 + 245 = 245 Ib <br />T C� NO HOLDOWNS REOUIRED OK <br />UPPER FRONT SHEARK'ALL Floor Info <br />>m upper)= 23731b 3178 Ib 3 enter 3 for upper, 2 for main or 1 for lower floor <br />�m main)= 0 Ib 0 Ib 0 enler t for nghFleft, or 0 fo� fron4rear walls <br />�m lowerj= 0 Ib O lh 0 Enter 1 for Wintl or 0 for Seismic <br />� (VJind) = 2.373 Ib E (S�nc) = 3,7781b <br />L(loQ = 19.25 ft <br />�� = 83 PLF <br />IBC 230G.4.1 -> (2w�h) x 0.93 x 260 = 196 PLF -► USE 1 <br />OVERTl1RNING <br />1 PZ <br />83 PLF Heightofshearwall= B.OR Weightolshearwall= <br />Lengfh of shear wall = 3.25 fl Tributary witlth for dead load (P�) _ <br />p� Aspect Ratio OK Lengih ot atljoining wall (P� _ <br />B I P i= 0.85 (4.0 x 3.3) x 15 +�( B.Ox 3.3)] 10 = 387 Ib <br />,� Px= (4.0 I 3.3) z( 386.8 )= 4761b <br />T=C=[ B3 x 8.0 ]-j 387 z.5 J- j 476]= -91b <br />Tributary Area (UOPer Floor) <br />1 subA!eph.length <br />2.0 lotallength <br />Tribu�a Area (Main Floor) <br />0 subdiaph.lengih <br />3.0 totallength <br />Tributa Area (Lower Floor) <br />0 subdi3ph.length <br />2.0 totalleng�h <br />t01b <br />4.0 fl <br />4.0 fl <br />13.25 I Total= (Iloorabove)+phi=Boor)=�0 + -9 ' •91b HD14A <br />T C� NO HOLDOWNS REQUIRED OK ]� <br />