The Load Trace Will Involve The Framing For A Small Deck Addition To A Residence Ax Dams 10 Graders House Wall Weed P 1 (38.66 KiB) Viewed 17 times
The Load Trace Will Involve The Framing For A Small Deck Addition To A Residence Ax Dams 10 Graders House Wall Weed P 2 (27.17 KiB) Viewed 17 times
The load trace will involve the framing for a small deck addition to a residence. -AX DAMS +10 GRADERS HOUSE WALL WEED POOKING. B FRAMING PLAN LODGOR BEAM A 4х10 фікоприя 4x8 BEAMS FOOT & WONCHETA FOOTINGS TO DO. • Girder-16 plf . Concrete density - 150 pdf Soil bearing capacity - 2.000 psf Footing height (thickness) = 10 in After the initial calculation, we determined the following information: The reaction force for a tvoical interior boam (ledaer beam side) - 2.089.3 lbs I SIDE BLEVATION • Live load-70 psf Decking 10 psf Beams 5 plf FRONT ELEVATION FOOTING 10"
• Live load = 70 psf . Decking = 10 psf • Beams=5 plf • Girder = 16 plf . Concrete density 150 pcf • Soil bearing capacity= 2,000 psf . Footing height (thickness) = 10 in After the initial calculation, we determined the following information: • The reaction force for a typical interior beam (ledger beam side) = 2,089.3 lbs •The reaction force for a typical interior beam (girder side) = 3,760.7 lbs •The reaction force for a typical exterior beam (ledger beam side) = 1,060.7 lbs •The reaction force for a typical exterior beam (girder side) = 1,909.3 lbs Please round to the nearest one-tenth (ie. 0.1). Determine the load on Post A lbs Determine the load on Post B= lbs Determine the minimum theoretical width (x) of the critical pier footing (account for the weight of the concrete) = round up your answer!) ft (Do not
Join a community of subject matter experts. Register for FREE to view solutions, replies, and use search function. Request answer by replying!