he load trace will involve the framing for a small deck addition to a residence. Live load = 55 psf Decking = 5 psf Beams = 10 plf Please round to the nearest one-tenth (i.e., 0.1). Determine the reaction force for a typical interior beam (ledger beam side) = Answer 1 Question 1 lb Determine the reaction force for a typical interior beam (girder side) = Answer 2 Question 1 lb Determine the reaction force for a typical exterior beam (ledger beam side) = Answer 3 Question 1 lb Determine the reaction force for a typical exterior beam (girder side) = Answer 4 Question 1 lb Please answer all parts of the question.

 

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-4x8 BEAMS @40.c. 4x10 GIRDERS. HOUSE WALL WOOD PECKING 8' 18 FRAMING PLAN LEDGER BEAM A 4x10 GIRPERS 4x8 BEAMS- POST CONCRETE Footings@810.c.- SIDE ELEVATION B A B 81 FRONT ELEVATION FOOTING 10" -4x8 BEAMS @40.c. 4x10 GIRDERS. HOUSE WALL WOOD PECKING 8' 18 FRAMING PLAN LEDGER BEAM A 4x10 GIRPERS 4x8 BEAMS- POST CONCRETE Footings@810.c.- SIDE ELEVATION B A B 81 FRONT ELEVATION FOOTING 10"