A Simple Light Framed Wood Building Is Subjected To The Load Conditions As Specified Ride Peam Deam 28 After 10 Ag Col 1 (49.4 KiB) Viewed 43 times
A Simple Light Framed Wood Building Is Subjected To The Load Conditions As Specified Ride Peam Deam 28 After 10 Ag Col 2 (32.58 KiB) Viewed 43 times
A simple light-framed wood building is subjected to the load conditions as specified. RIDE PEAM DEAM 28 AFTER #10'AG COLUMN PRANING HALLS PLA DOAN SECTION THROUGH BUILDING -BEAKING WALL SENTINIONS SCHEMPTY POUNDATION FORTINIS COLUMN BRAKING KALLE STAPPE SAM OPLUM 28 FAFTEM 14 IYIP PLOT TASTS @20 FLANK DRAM FRAMING PLAN-F CONTINUOUS CONCRETE FUNDATION HALL FORTING Along rafter length: (Continuous foundation) Aboor CONTE PORTING WRIGHT GANHOTO STUM HALL (Interior spread footing).
Along rafter length: • Roof pitch: 9:12 • Dead load (roofing + sheathing + ceiling + rafters) = 8 psf • Live load (snow) = 50 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 = 10 psf and wall height, H = 9 ft) = lb/ft Determine the load per foot on the ridge beam = lb/ft
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