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' HU"EWORKS STATION _� March 19, 2014 � SDA Job# 7237 _� <br /> WIND LOAD CALCUTATIONS <br /> LEFT RIGHT <br /> EV7ND FLOOR= <br /> WIND ZONE A 8 C D <br /> AVE.HEIGHT 7.3 7.3 7.3 7.3 <br /> AVE.WIDTH 15.5 15.5 95.3 95.3 <br /> Ps 26.50 O.OD 17.53 0.00 0.00 D.00 0.00 0.00 0.00 0.00 0.00 0.00 <br /> SUBTOTAL 2998 0 17I93 0 0 D 0 0 0 0 0 0 <br /> TOTAL '.16,177 Ibs Jfdinimum ne!pretsure conlrols. The miculo}ed pressure is less than the minimum net presure,equal <br /> .."'�-"'-"'•_' <br /> to lOpsf opplied over Ihe enfirc orea. (�lSCE 7�05 6.4.2.1 J) <br /> fV iSTFLOOR- � <br /> �YIND ZONE A C <br /> AVe. HEIGHT 12.4 12,q <br /> AVE.WIDTH 15.5 95.3 <br /> Ps ?6.50 17.53 O.OD 0.00 0.00 O.00 0.00 0.00 0.00 0.00 0.00 0.00 <br /> SUBTOTAI 5093 20711 0 0 0 0 0 0 0 0 0 0 <br /> TOTAL i25,80316s <br /> NOT USED <br /> WIND ZONE <br /> qvE. HEIGHT <br /> AVE.WIDTH <br /> Ps 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 <br /> SUBTOTAI 0 0 0 0 0 0 0 0 0 0 0 0 <br /> TOTAL i016s <br /> p XAAX£: <br /> 1ND fLOOR CALCULAAONS: <br /> Plale Heighl: 1 A.60 H Trihutary Arco: 1.0 <br /> Total length af$hoanvall in Shorfest Lina: 15.00 H Total Area: 3.0 <br /> Lenglh o(Shortest SegmeN within Sheor Lir�e: 15.00 h <br /> Length ol Longesl 5egmenl in Shear Line: 15.00(I n= 1,00 <br /> ASCE ZOS 17.3.A.1 6 <br /> ti+aN fcooe catcuunoNs: <br /> Plotc Heighl: 10 20 fl Tribulury Amo: 1.0 <br /> Totol lonplh of$hcaiwall in$hortcs!Lino: 19.00 It Totol Aica: 3.0 <br /> Length ol Shonest Shearwall within Shear linr.� 19.D0 Ft <br /> Lengih of lon�est Woll in Sheor line: 19.00(1 p- 1.00 <br /> nSCE 7�05 12.3.d.2� <br /> NOT USEO: <br /> Plale Heighl: Tributary Arco� 1.0 <br /> Tolal lenglh of$heorwoll in Shortesl Lino: Total Arco: 2.0 <br /> Leng�h oi Shonosl5hcarwoll within Sheor Lino: <br /> lengih of Longest Wcll in Sheor Line: p = NA <br /> �/// <br />