A Simple Light Framed Wood Building Is Subjected To The Load Conditions As Specified Ld Ham Mh Peam 2nd Kaftems 16 Ag 1 (69.35 KiB) Viewed 21 times
A Simple Light Framed Wood Building Is Subjected To The Load Conditions As Specified Ld Ham Mh Peam 2nd Kaftems 16 Ag 2 (37.27 KiB) Viewed 21 times
A simple light-framed wood building is subjected to the load conditions as specified. LD HAM MH PEAM 2ND KAFTEMS #16'AG CALIMNELONE MAH MAKING 1000'S Fas H -BEARING WALL PENTINERES NOMPTE ATEN PORTINGS SECTION THROUGH BUILDING COLUMN BEARING HALLS OPLUMN 204 AFTERS PER COLUMN 14' 14 EXPLANT THISTE @10'00 ·FLOR MAM FRAMING PLAN-F CONTINUOUS ONCRET FOUNDATION HALL APTING Along rafter length: • Roof pitch: 9:12 • Dead load (roofing + sheathing + ceiling + rafters) = 10 psf Live load (snow) = 40 psf • Ridge beam spans 16 feet from column support to column support "FIDGE BRAM (Continuous foundation) shor OPHORSTE (Interior spread footing) TO STUM HALL
Along rafter length: Roof pitch: 9:12 • Dead load (roofing + sheathing + ceiling + rafters) = 10 psf • Live load (snow) = 40 psf • Ridge beam spans 16 feet from column support to column support Please round to the nearest one-tenth (i.e., 0.1). lb/ft Determine the equivalent (horizontally projected) total load on the rafters = Determine the load per foot on the bearing wall (at the bottom), including the wall weight (wall dead load = 9 psf and wall height, H= 8 ft) = lb/ft Determine the load per foot on the ridge beam = lb/ft Determine the load on the Interior column= lb
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