Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
LOADS08
0.03kips/ft0.03kips/ft0.03kips/ft0.03kips/ft0.03kips/ft0.03kips/ft0.03kips/ft0.03kips/ftCONTINUOUS HEADER2ND FLOOR STRUCTURESHIPPING INFORMATION:DESIGNED BY: Doug HodginsJOB: Keiter/LaddKeiter Builders/Ladd GaraWest Hatfield Ma.21 West St.rk Miles Inc.Scale: 3/8" = 1'NOTES:SHEET NUMBER: 11st walls LAYOUTFINALN/AN/AISSUE:DATE:N/AN/A03/07/18DESCRIPTION:FINALN/AN/A107 Vernon St Northampton DESIGN ASSUMPTIONS ==================== Loads: T/C Live: 40 psf B/C Live: 0 psf T/C Dead: 10 psf B/C Dead: 0 psf Load Case: Live Deflection Criteria: L/360 Live L/240 Total Building Code: IBC/IRC (Allowable Stress De Design assumes continuous lateral bracing for both edges.0.13kips/ft0.10kips/ft0.10kips/ft0.10kips/ft0.10kips/ft0.07kips/ft0.07kips/ft0.07kips/ft0.07kips/ft0.13kips/ft0.13kips/ft0.19kips/ft0.19kips/ft0.19kips/ft0.07kips/ft0.07kips/ft0.13kips/ft0.19kips/ft0.19kips/ft0.85kips2.31kips0.85kips2.31kips0.83kips2.31kips0.83kips2.31kips0.31kips0.82kips0.31kips0.82kips0.27kips/ft0.13kips/ft0.15kips/ft0.15kips/ft0.65kips/ft0.57kips/ft0.68kips/ft0.57kips/ft0.07kips/ft0.07kips/ft0.04kips/ft0.19kips/ft0.19kips/ft0.04kips/ft0.19kips/ft0.72kips/ft0.63kips/ft0.76kips/ft0.83kips2.31kips0.83kips2.31kips1.16kips2.47kips1.16kips2.47kips1.04kips0.29kips0.31kips0.82kips0.31kips0.82kips1.04kips0.29kipsA 1 0" ocA 2 0" ocA 3 0" ocB 10 plyB 20 ply