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• Live load = 40 psf • Decking = 5 psf • Beams = 5 plf . Girder = 20 plf . Concrete density = 150 pcf Soil bearing capacity = 4,000 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) = 1,189.3 lbs •The reaction force for a typical interior beam (girder side) = 2,140.7 lbs • The reaction force for a typical exterior beam (ledger beam side) = 610.7 lbs • The reaction force for a typical exterior beam (girder side) = 1,099.3 lbs Please round to the nearest one-tenth (i.e., 0.1). Determine the load on Post A = lbs

• Live load = 40 psf • Decking = 5 psf • Beams = 5 plf . Girder = 20 plf . Concrete density = 150 pcf Soil bearing capacity = 4,000 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) = 1,189.3 lbs •The reaction force for a typical interior beam (girder side) = 2,140.7 lbs • The reaction force for a typical exterior beam (ledger beam side) = 610.7 lbs • The reaction force for a typical exterior beam (girder side) = 1,099.3 lbs Please round to the nearest one-tenth (i.e., 0.1). Determine the load on Post A = lbs

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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F1 SIDE ELEVATION • Live load = 40 psf • Decking = 5 psf • Beams = 5 plf . Girder = 20 plf • Concrete density = 150 pcf Soil bearing capacity = 4,000 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) = 1,189.3 lbs • The reaction force for a typical interior beam (girder side) = 2,140.7 lbs • The reaction force for a typical exterior beam (ledger beam side) = 610.7 lbs • The reaction force for a typical exterior beam (girder side) = 1,099.3 lbs Please round to the nearest one-tenth (i.e., 0.1). Determine the load on Post A = Determine the load on Post B = 2 W Determine the minimum theoretical width (x) of the critical pier footing (account for the weight of the concrete) = ft (Do not round up your answer!) #3 3 POST CONCRETE FOOTINGS @ 81 0.0. 20 F3 E lbs 54 lbs 000 000, F4 R DE % 5 *** F5 T MacBook Air ;) A 6 C F6 Y ◄◄ 7 F7 U ► 11 * 8 F8 9
Transcribed Image Text:F1 SIDE ELEVATION • Live load = 40 psf • Decking = 5 psf • Beams = 5 plf . Girder = 20 plf • Concrete density = 150 pcf Soil bearing capacity = 4,000 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) = 1,189.3 lbs • The reaction force for a typical interior beam (girder side) = 2,140.7 lbs • The reaction force for a typical exterior beam (ledger beam side) = 610.7 lbs • The reaction force for a typical exterior beam (girder side) = 1,099.3 lbs Please round to the nearest one-tenth (i.e., 0.1). Determine the load on Post A = Determine the load on Post B = 2 W Determine the minimum theoretical width (x) of the critical pier footing (account for the weight of the concrete) = ft (Do not round up your answer!) #3 3 POST CONCRETE FOOTINGS @ 81 0.0. 20 F3 E lbs 54 lbs 000 000, F4 R DE % 5 *** F5 T MacBook Air ;) A 6 C F6 Y ◄◄ 7 F7 U ► 11 * 8 F8 9
The load trace will involve the framing for a small deck addition to a residence. 4x BEAMS@fac. 4x10 GIRDERS. F1 14¹ FRAMING PLAN ©2 SIDE ELEVATION Live load = 40 psf • Decking 5 psf Beams 5 plf Girder = 20 plf . Concrete density = 150 pcf • Soil bearing capacity = 4,000 psf Footing height (thickness) = 10 in F2 3 HOUSE WALL WOOD PECKING. 80 LEDGER BEAM 4x10 GIRPERS 4x8 BEAMS After the initial calculation, we determined the following information: The reaction force for a typical interior beam (ledger beam side) = 1,189.3 lbs •The reaction force for a typical interior beam (girder side) = 2,140.7 lbs • The reaction force for a typical exterior beam (ledger beam side) = 610.7 lbs The reaction force for a typical exterior beam (girder side) = 1,099.3 lbs Please round to the nearest one-tenth (ie 01) F3 POST CONCRETE FOOTINGS @ 81 0.0. $ 4 *** 000 000 F4 % 5 B F5 MacBook Air ķ A 6 F6 FRONT ELEVATION ◄◄ او A & 7 B F7 * x ▶11 8 F8 x FOOTING 10" ^ -0 F9
Transcribed Image Text:The load trace will involve the framing for a small deck addition to a residence. 4x BEAMS@fac. 4x10 GIRDERS. F1 14¹ FRAMING PLAN ©2 SIDE ELEVATION Live load = 40 psf • Decking 5 psf Beams 5 plf Girder = 20 plf . Concrete density = 150 pcf • Soil bearing capacity = 4,000 psf Footing height (thickness) = 10 in F2 3 HOUSE WALL WOOD PECKING. 80 LEDGER BEAM 4x10 GIRPERS 4x8 BEAMS After the initial calculation, we determined the following information: The reaction force for a typical interior beam (ledger beam side) = 1,189.3 lbs •The reaction force for a typical interior beam (girder side) = 2,140.7 lbs • The reaction force for a typical exterior beam (ledger beam side) = 610.7 lbs The reaction force for a typical exterior beam (girder side) = 1,099.3 lbs Please round to the nearest one-tenth (ie 01) F3 POST CONCRETE FOOTINGS @ 81 0.0. $ 4 *** 000 000 F4 % 5 B F5 MacBook Air ķ A 6 F6 FRONT ELEVATION ◄◄ او A & 7 B F7 * x ▶11 8 F8 x FOOTING 10" ^ -0 F9
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