Answer Happy

A simple light-framed wood building is subjected to the load conditions as specified. -KO DOAM HOGS PEAM AFTER $16'AL COLUMN PEAKING HALLS ELINK DAH SECTION THROUGH BUILDING COLUMN DOAKING LEALLS HOVE BRAM 228 MAFTEM W MAN WALL CONTINERIS CONCRETA INDON PORTINGS EXIP FLAT TASTE D'AG •FLOOR BEAM CONTINUOUS OPNCASTE FRYMPATION HALL APARTING Along rafter length: Roof pitch: 9.12 • Dead load (roofing + sheathing + ceiling rafters) 10 psf • Live load (snow) = 130 psf • Ridge beam spans 16 feet from column support to column support Please round to the nearest one-tenth (i... 0.1). OPIN COLUMN 14 14 FRAMING PLAN-FF (Continuous foundation) -Froor CONEROTE H CONHETO STEM HALL (Interior spread footing) MP
Along rafter length: Roof pitch: 9:12 . • Dead load (roofing + sheathing + ceiling + rafters) = 10 psf . Live load (snow)= 130 psf .Ridge beam spans 16 feet from column support to column support Please round to the nearest one-tenth (ie, 0.1). Determine the equivalent (horizontally projected) total load on the rafters 16/ft 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 1b/ft Determine the load on the Interior column= lb