-4X BEAMS CH 0.c. 4x10 GH-DBRS HOUSE WALL Neep DECKING A B gl FRONT ELEVATION FOOTING B 14 FRAMING PLAN A LEDGER BEAM 4x

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4x Beams Ch 0 C 4x10 Gh Dbrs House Wall Neep Decking A B Gl Front Elevation Footing B 14 Framing Plan A Ledger Beam 4x 1 (328.28 KiB) Viewed 39 times

The load trace will involve the framing for a small deck
addition to a residence.
Please round to the nearest one-tenth (i.e.,
0.1).
Determine the reaction force for a typical interior beam
(ledger beam side) = Answer lb
Determine the reaction force for a typical interior beam
(girder side) = Answer lb
Determine the reaction force for a typical exterior beam
(ledger beam side) = Answer lb
Determine the reaction force for a typical exterior beam
(girder side) = Answer lb
Determine the load on Post A = Answer lb
Determine the load on Post B = Answer lb
Determine the minimum theoretical width (x) of
the critical pier footing (account for the weight of the concrete)
= Answer ft
-4X BEAMS CH 0.c. 4x10 GH-DBRS HOUSE WALL Neep DECKING A B gl FRONT ELEVATION FOOTING B 14 FRAMING PLAN A LEDGER BEAM 4x10 GIRDERS 4x8 BEAMS POST ONCRETE FootiNGS @ 810.c. 2 SIDE ELEVATION