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Linear Loads <br /> Name Start Height End Height h„ w, w,h,` C„ F,r, <br /> (6 _..90 0A(7,`E'n 0 r:,127. 117.00 127.00 122100 98 294,70. 0.0019 0.0073 0.0041 <br /> . 248.37 0.0016 �.._ <br /> - I CC 206.0 0.0013 c:,. <br /> r - - _ __ :).0041 <br /> (6 __.. _ �� _._ -.0005 3.0041 <br /> 5.,00 _ JCO- 1.004:. <br /> - -_ 141 42.00 .. 0.0041 <br /> 011 0.0041 <br /> i. 700 `''1 - 00' _- 0.0041 <br /> - L .,5008 i .0041 <br /> ;i27 117 00 /30 _._30 7 00562 1 0.0014 <br /> i:, 107.00 510 :, '..0 450005 I 1.0014 <br /> .7.00 70.75 0;.004 4_ J.0014 <br /> 1.- 87.00 /G'o - 7:56 0: i 2.0014 <br /> 7'.00 043 _ 45.72 4 9003 ,.0014 <br /> IZ, C 67.00 77 OJ 35.25 0 00.020.0014 <br /> - -- 57.00 26.14 _On2 0.0014 <br /> 47.00 ,.0.. .:. 13.3E _ - 0.0014 <br /> �. 1 37 Co 12.C3 1 <br /> I, 09 37,,, 696 _. -------- .vd4 <br /> = 5 3 -- <br /> I Co <br /> - 97.00 _..40 ( - ,. ... 0.:117 <br /> - 77,00 -i.'0 C. 0011 <br /> - - <br /> 09 <br /> 37.00 32.00 0.01/7 <br /> 0_7.00 22.00 - - - : - 0.0110 <br /> _ .. '7.00 12.00 4315 4117 <br /> - _ ._ 7.00 3.50 _ <br /> -. __�.... 118.00 117.50 ,.. . .2,4 0.0017 <br /> -17.00 116.00 21 <br /> -- 117.00 127.00 122.00 32.74 0.0008 0.0005 <br /> 117.00 112.00 27.E0 _ -1C007 0.0005 <br /> '107.00 102.00 - 0 0)13 <br /> ;,.- <br /> i° a 3/8 F1.0171 r 37.00 82.00 _ ::,i 0.0005 <br /> _ 3/3 i 6,r-. - . I4.00 72.00 _ 0.0005 <br /> 9. n 3/5` _ 57.00 62.00 <br /> . - 57.00 52.00 5.0005 <br /> -. 47.00 42.00 ,, -- 0_2 ,_ 0.C.:, 0.0005 <br /> _ 37D0 22A0 _. '.25 _ 0.004 0.0005 <br /> .•3/,.:1 27.00 '2.10 _ 1.06 0.0000 0.0005 <br /> ' . - - '.00 , r,n C.: 0.32 _ 0.0000 0.0005 <br /> 7.00 ... 0.02 - 0.0000 0.0003 <br /> 5004.DC <br /> CCISeismic 3.3.6 Page 5 Analysis Date: 5/25/2021 <br /> 631ipL <br />