Design wood beam (Floor Joists). Check Bending, Shear and Deflection (77360 limit). Use DF # 2 lumber. 8.0 psf 3.0 psf plf (assume 5.0 psf 1.0 psf Dead Loads Ceramic Tile 3/4" Plywood Floor Joists o.c.) Ceiling (Gyp. Bd.) + Misc. Total DL psf Live Load + 40.0 psf. Total DL+ LL psf x Spacing Factor ft2/ft Uniform Load (w) plf z WiutoL (1NCLUDES BEAM WEIGNT) BEAM(FlooR bisps) 16'
Design wood beam (Floor Joists). Check Bending, Shear and Deflection (77360 limit). Use DF # 2 lumber. 8.0 psf 3.0 psf plf (assume 5.0 psf 1.0 psf Dead Loads Ceramic Tile 3/4" Plywood Floor Joists o.c.) Ceiling (Gyp. Bd.) + Misc. Total DL psf Live Load + 40.0 psf. Total DL+ LL psf x Spacing Factor ft2/ft Uniform Load (w) plf z WiutoL (1NCLUDES BEAM WEIGNT) BEAM(FlooR bisps) 16'
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
![Design wood beam (Floor Joists). Check Bending, Shear and Deflection (I/ 360 limit).
Use DF # 2 lumber.
Ceramic Tile
8.0 psf
3.0 psf
Dead Loads
3/4" Plywood
Floor Joists
plf
5.0 psf
1.0 psf
(assume
o.c.)
Ceiling (Gyp. Bd.)
+ Misc.
Total DL
psf
Live Load +
40.0 psf.
Total DL+ LL
psf
x Spacing Factor
ft2/ft
Uniform Load (w)
plf
WiLt
(INCLUDES BEAM WEIGHT)
DL
r BESM(FLOOR bisps)
16'](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F9a657f8a-e127-425e-a83a-30c47fcd3263%2F959b9780-4071-4402-8b08-82a839dee3e6%2Fo7r8o_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Design wood beam (Floor Joists). Check Bending, Shear and Deflection (I/ 360 limit).
Use DF # 2 lumber.
Ceramic Tile
8.0 psf
3.0 psf
Dead Loads
3/4" Plywood
Floor Joists
plf
5.0 psf
1.0 psf
(assume
o.c.)
Ceiling (Gyp. Bd.)
+ Misc.
Total DL
psf
Live Load +
40.0 psf.
Total DL+ LL
psf
x Spacing Factor
ft2/ft
Uniform Load (w)
plf
WiLt
(INCLUDES BEAM WEIGHT)
DL
r BESM(FLOOR bisps)
16'
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