Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
REVIEWED BLD2021-0813+Structural_Analysis_or_Calculations+6.12.2021_5.29.06_PM+2246646
Structural Calculations For Edwards Residence 9505 - 233rd St.SW Edmonds WA Roof Loads Dead Load 10.0 Live Load 25.0 total 35.0 • Of • 617012027 MEMBER MEMBER SIZE Point load (a) TRIB WIDTH LENGTH WIDTH DEPTH WEAK AXIS PLYWD @W.A STRESS RATIOS BENDING AXIAL COMP AXIAL TEN SHEAR BEND +AX BEND+TEN1 BEND+TEN2 DEFL-LL/360 fc < FcE FORCES COMP TENSION W (DL+LL) W (LL) P (DL+LL) P (LL) M (FT -lb) V (Lb) DEFLECTION DEFLFACTOR Fc Ft Fv E c�Tr�rc�c+ FcE Fc* (1+Fce/Fc*)/2c' fc F'c fb F'b fv F'v f - tension F't k GLB vol factr Cd load duration Cv Vol factr GLB Cr Repetitive fcti Cfb size fact ben Cft size fact ten Cfc size fact corr Cttruss Headers 4x6 DgFr #1 &btr 0.00 14.00 6.00 3.50 5.50 3.50 1.00 97% 0% 0% 54% 97% 97% 97% 58% TRUE 0 0 495 350 0 0 2228 1258 0.12 77 DgFr #1 &btr 1200 1550 800 180 1800000 0.80 1276 1705 1.09 0.00 996 1515 1560 98 180 0 1040 1.00 1.00 1.00 1.30 1.30 1.10 1.00 Halas Engineering 11711 8th Ave. NW Seattle Wa 98177 206 362-2707 6/10/2021