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COBRA WALKWAY ,� March 27, 2013 � "DA Job# 6974�t, � 2 <br />2ND <br />TOTAL <br />WIND LOAD CALCULATIONS <br />LEFT •RIGHT <br />Minimum nel pressure conlrols. T^? calculated pressure is less than the minimum net pressure, <br />equal to 10psf applied over Ihe enlire aica. (ASCE 7-OS 6A2.1.1) <br />� -- p CALCS---- i <br />2ND FLOOR CALCULATIONS: <br />PIa1e HeighC 8.00 fl <br />Total lengih of Sheanvall in Shortest I.in�: 12.00 Ft <br />Lenglh o( Shoriest Segment within Shear Line: 12.00 ft <br />Lenglh of Longesl Segment in Shear Line: 72.00 fl <br />MAIN FLOOR CALCULATIONS: <br />Plale Height: 8.00 ft <br />Total le. iglh of Shearwall in Shortest Line: 1.00 ft <br />Length of Shatest Sheanvall within Shear Line� 1.00 fl <br />Lenylh of Longesl Wall in Shear Line� 7.00 (t <br />NOT USED: <br />� P;ate Height: 8.50 ft <br />Total length of Sheanvall in Shortesl Line' 5.OD ft <br />Length of Shortest Sheanvall within Shear Line: 2.50 ft <br />Length of Longest Wall ir Shear Line� 2.50 (t <br />Tributary Area: 1.0 <br />Total Area: 2.0 <br />r---� <br />p=L 1.00 J <br />nsce �-os iz.3.a z n <br />Tributary Area: 1.0 <br />Totai Area: 2.0 <br />r 1 30 , <br />P L_-_J <br />ASCE 7-OS 72 3 4 2 <br />Tributary Area: 10.5 <br />Total Area: 55.0 <br />�---� <br />p =L NA_ J <br />