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3630 RAILWAY AVE 2018-01-01 MF Import
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3630 RAILWAY AVE 2018-01-01 MF Import
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Last modified
1/15/2019 8:55:46 AM
Creation date
2/24/2017 4:23:44 PM
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Address Document
Street Name
RAILWAY AVE
Street Number
3630
Imported From Microfiche
Yes
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LOAD COMAINAIION -2 : DEAD LOAD ♦ WIND LOAp LEFT <br />AT <br />(IN) <br />0.00 <br />21.BS <br />4:+.67 <br />6`,50 <br />87.33 <br />109.17 <br />1^a1.00 <br />AXIAL <br />FOFCE <br />(LE) <br />903. <br />903. <br />902. <br />902. <br />902. <br />902. <br />902. <br />SHEAR <br />FOFCE <br />(LR) <br />-3904. <br />-3310. <br />-2716. <br />-21�2. <br />-15�8. <br />-9:�4. <br />-a^40. <br />BENDING <br />(LR�IN) <br />-78746. <br />-144g�b. <br />-19'1341. <br />-257189. <br />-264072. <br />-277986. <br />TfiANSVERSE <br />PISFL. <br />(IN) <br />.00 <br />.39 <br />.76 <br />1.00 <br />1.2` <br />1.37 <br />1.^a7 <br />LOAP COMRINATION -3 : C�EAP LOAD + WIND LOAI� RIGHT <br />AT <br />(IN) <br />0.00 <br />21.8: <br />43.67 <br />6g,50 <br />e�.sa <br />109.17 <br />131.00 <br />AXIAL <br />FORCE <br />(LP) <br />-1051. <br />-10`1. <br />-1051. <br />-10`1. <br />-3051. <br />-10`1. <br />-1051. <br />SHEAR <br />FORCE <br />fLA) <br />c^109. <br />1738. <br />1367. <br />996. <br />bc^5, <br />2`4. <br />-118. <br />BENDING <br />(LB�cIN) <br />4^004. <br />75905. <br />101701. <br />119�94. <br />128984. <br />130469. <br />TRANSVEFSE <br />UISPL. <br />(IN> <br />-.00 <br />-.34 <br />-.68 <br />-.98 <br />-1.19 <br />-1.^a7 <br />-1.50 <br />AXIAL <br />STRESS <br />(lP/IN2) <br />304.10 <br />304.10 <br />�04.09 <br />:;04.09 <br />304.09 <br />�04.09 <br />^a04.09 <br />AXIqL <br />STRESS <br />(LA/IN2) <br />-354.15 <br />-3g4.1` <br />-:�54.15 <br />-:�`4.14 <br />-354.14 <br />-354.14 <br />-:�`4.14 <br />LOAD COMRINATION -4 : CtEAD LOA� + 1/.'. LIVE LOAP + WIND LOAD LEFT <br />AT <br />fIN) <br />0.00 <br />LI�BJ <br />4c:.67 <br />6`.50 <br />87.33 <br />109.17 <br />1.'a1.00 <br />AXIAL <br />FORCE <br />(LB) <br />-c�2r�48. <br />JL48• <br />-^a248. <br />-3248. <br />-:i46. <br />-3248. <br />-3.'_48. <br />SHEAF <br />FORCE <br />(LE) <br />-4157, <br />-3564. <br />-2970. <br />-2376. <br />-1782. <br />-1188. <br />-`94. <br />BENDING <br />(LB�IN> <br />-84287. <br />-15�60B. <br />-213963. <br />-Q;9^-•g3, <br />-291776. <br />-�1123:. <br />TRANSVEFSE <br />DISPL. <br />(IN) <br />.00 <br />.41 <br />.80 <br />1.06 <br />1.31 <br />1.44 <br />1.37 <br />AXIAL <br />STRESS <br />(LB/IN2) <br />-1094.q8 <br />-1094.q9 <br />-1094.50 <br />-1094.50 <br />-1094.50 <br />-1094.50 <br />-1094.50 <br />LOAD COMBINATIOM -ti : pEAP LOAO + 1/� IIVE LOAD + WIND LOAP RIGHT <br />AT <br />(IN) <br />0.00 <br />21.83 <br />43.67 <br />6`.`0 <br />87.3:, <br />109.17 <br />131.00 <br />AXIAL <br />FOFCE <br />(Li+l <br />`202. <br />-`202. <br />-`202. <br />-g202. <br />-5202. <br />-`202. <br />-5202. <br />SHEAR <br />FOfiCE <br />(LB) <br />1856. <br />14B4. <br />1113. <br />742. <br />371. <br />-:?71. <br />RENDING <br />(LF�IN) <br />a^646 �. <br />6482^a. <br />B`079. <br />97251. <br />101280. <br />97224. <br />TFANSVERSE <br />DISPL. <br />(IN) <br />-.00 <br />-.32 <br />-.64 <br />-.9; <br />-1.12 <br />-1.31 <br />-1.50 <br />AXIAL <br />STFESS <br />(LB/IN.'.> <br />-1752.74 <br />-175p,7q <br />-175^c.73 <br />-17g.�..7.'• <br />-17`�.73 <br />-17`2.73 <br />-17`.�2.73 <br />AENDING <br />STRESS <br />tL8/IN2) <br />-.02 <br />8713.80 <br />15992.85 <br />21837.15 <br />262�6.6� <br />29221.�1 <br />30761.36 <br />BENDING <br />STRESS <br />(LP/IN.°) <br />.02 <br />-4648,05 <br />-8�99.37 <br />-11253.98 <br />-13211.8:� <br />-14272.99 <br />-14437.36 <br />FENii I NG <br />STRESS <br />(LA/IN2) <br />-.02 <br />9326.94 <br />17�19.1^a <br />23676.57 <br />�8699.20 <br />32287.11 <br />34440.16 <br />AENDING <br />STRESS <br />(LP/IN2) <br />.02 <br />-4034.91 <br />-7173.10 <br />-9414.gb <br />-10759.27 <br />-11i07.30 <br />-107gg,gq <br />SHEAR <br />STRESS <br />(LB/IN2) <br />-3�1�.�7 <br />-289g.04 <br />-2375.60 <br />-1B56.11 <br />-13�6.69 <br />-817.23 <br />-297.78 <br />SHEAR <br />STRESS <br />(LB/IN2) <br />1B�5.10 <br />152p,,r <br />1195.81 <br />eii.is <br />5�6.49 <br />221.83 <br />-102.8'3 <br />SHEAF <br />STRESS <br />(LF/IN2> <br />-3636.45 <br />-3117.02 <br />-p597.5g <br />-2078.1'� <br />-1558.67 <br />-1039.22 <br />-519.76 <br />SHEAR <br />STRESS <br />(LB/IN2) <br />1623.12 <br />1298.47 <br />973.83 <br />649.17 <br />32�.51 <br />-.15 <br />-32�.81 <br />
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