1429 BROADWAY 2025-04-11 - Laserfiche WebLink

Company : DEI May 30,2023 II1 RISA Designer MKW 3:24 PM Job Number : 21-406 Checked By: ANEMETSCHEKCOMPAN' Model Name : 1429 Broadway Envelope Member Section Deflections Service (Continued) Member Sec x[in] LC _y_lint LC z[in] LC x Rotate fr... LC (n)L/y'Ratio LC n)Liz'Ratio LC 64 min _.233 7 -.229 7 0 1 0 1 NC 1 1 NC 1 65 3 max 0 2 0 2 0 9 0 9 NC ' 9 NC 9 66 i min -.234 7 -_219 7 0 1 0 1 1 NC 1 1 NC 1 67 4 max 0 2 0 2 0 9 0 9 NC 9 NC 9 68 min -.235 7 -.207 , 7 i 0 ; 1 ; 0 1 NC 1 NC 1 69 5max 0 2 0 2 0 9 0 9 NC 9 NC 9 70 min -.236 1 7 -.198 7 1 0 1 0 1 1 NC 1 NC 1 Envelope Member Section Stresses Member Sec Axial[ksil LC y Shear[ksi]LCz Shearjksi] LC y-Top[ksi] LC y-Bot[ksi] LC z-Top[...LC z-Botjksi] LC 1 M1 1 max 0 2 0 2 0 9 .716 7 0 2 0 9 0 9 2 min -.571 7 -.006 ;7 , 0 , 1 0 12 -.716 7 0 1 0 1 3 2 max 0 2 0 2 0 9 .096 7 0 2 0 9 0 9 4 min -.571 7 -.006 7 0 1 0 2 -.096 7 0 1 0 1 5 3 max 0 2 0 5 0 9 .014 7 0 2 0 9 0 9 6 min -.366 7 0 2 0 1 0 2 -.014 7 0 1 0 1 7 4 max 0 2 .006 7 0 9 .093 7 0 2 0 9 0 9 8 1 min! -.551 17 0 12 0 ; 1 0 2 I -.093 7 0 1 0 1 9 5 max 0 2 .006 7 0 9 .635 7 0 2 0 9 0 9 10 'min -.551 7 0 2 0 1 0 2 -.635 7 0 1 0 1 11 M2 1 max .597 7 .073 7 0 9 0 2 .635 7 0 9 0 9 12 i min' 0 2 0 121 0 1 -.635 7 0 2 0 1 0 1 13 2 max .579 7 0 2 0 9 1.014 7 0 2 0 9 0 9 14 min 0 2 -.008 7 0 1 0 2 -1.014 7 0 1 0 1 15 3 max .561 7 0 2 0 9 0 2 1.478 _ 7 0 1 9 0 9 16 min 0 2 -.089 7 0 1 -1.478 7 0 2 0 1 ' 0 1 17 4 max .462 7 0 2 0 9 .708 7 0 2 0 9 0 9 18 1 1 Imin 0 2 0 7 0 1 0 2 -.708 7 0 1 0 1 19 5 max .444 7 0 2 0 9 0 2 1.373 7 0 9 0 9 20 Thin 0 2 -.081 7 0 1 -1.373 7 0 2 0 ' 1 0 1 21 M3 1 max .452 7 .082 7 0 9 0 2 1.39 7 0 9 0 9 22 minor 0 2 0 2 0 1 -1.39 7 0 2 00 1 0 1 23 2 max .47 7 0 7 0 9 .727 7 0 2 0 9 0 9 24 J min 0 12 0 2 0 1 0 - 727 7 0 1 1 0 1 25 3 max .491 7 0 2 ' 0 9 n 21 1.497 l 7 0 9 0 9 26 min , 0 ,2 1 -.093 rd 0 1 11 -1.497 1', 7 0 i_ 2 0 1 0 1 27 4 max _ .599 7 .01 7 0 9 1.148 7 0 2 0 9 0 9 28 _ min 0 0 2 0 1 0 2 -1.148 7 0 1 I 0 1 29 _ 5 max ` .62 '7 0 2 0 9 0 2 .716 7 0 9 0 9 30 min 0 2 -.08 7 0 1 -.716 7 , 0 2 0 1 0 1 31 M4 1 max 0 2 0 7 0 9 0 7 005 _ 3 0 9 0 9 32 min -.124 7 0 2 0 1 -.005 11 0 1 7 0 1 0 1 33 2 max. 0 2 0 7 0 9 .005 71 0 3 0 9 0 9 34 min -.124 7 0 2_ 0 1 0 1 -.005 7 0 1 0 1 35 3 max 0 2 0 7 0 9 .01 7 0 2 0 9 0 9 36 i min -.124 7 0 2 0 1 0 2 -.01 7 0 1 0 1 37 4 max 0 2 0 7 0 9 .015 7 0 2 0 9 0 9 38 min -.124 7 0 _12 0 1 0 2 -.015 7 0 1 0 1 39, 5 max 0 2 0 .7 0 9 .02 7 0 2 0 1 9 0 9 40 1min -.124 7 0 2 0 11 0 2 -.02 7 0 1 0 1 41 M5 1 max _ 0 2 0 5 0 9 .003 7 .002 5 0 9 0 9 42 mini- -.112 7 0 2 0 1 -.002 4 -.003 7 0 [ 1 _ 0 1 43 2 max 0 2 0 5 0 9 .006 7 0 5 0 9 0 9 44 ` min _-.112 7 0 2' 0 1 0 ' 4 ' -.006 7 0 1 1 0 1 45 3 max 0 2 0 5 0 9 .008 7 0 2 0 9 0 9 RISA-3D Version 17.0.2 [J:\...\...\Calcs\Truss Evaluation-Sectionl.r3d] Page 3 .