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Posted: **Wed May 04, 2022 9:11 am**

: A Simple Light Framed Wood Building Is Subjected To The Load Conditions As Specified Kd Peam Kpss Mam 18 After 16 Ag 1 (44.86 KiB) Viewed 47 times

: A Simple Light Framed Wood Building Is Subjected To The Load Conditions As Specified Kd Peam Kpss Mam 18 After 16 Ag 2 (34.41 KiB) Viewed 47 times

A simple light-framed wood building is subjected to the load conditions as specified. -KD PEAM KPSS MAM 18 AFTER @16'AG con MAKING HALLS 06/ 25 14 14 -BANN HALL VENTINIPIS 14 KORTINGS SECTION THROUGH BUILDING * N BEARNE HALLE 4244 15AM O SM KRAFTEM 22 SELATAN PARA FLANK MAY FRAMING PLAN-WE -ANTINUES OCRETE RØYNDATION HALL *PARTING Along rafter length: (Continuous foundation) Year WOTE PORTING WRIGHT (interior spread footing) TO STEM HALL
looting) 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). Determine the equivalent (horizontally projected) total load on the rafters = lb/ft 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 = fb/ft