Design wood beam (Floor Joists). Check Bending, Shear and Deflection (I/ 360 limit).Use DF # 2 lumber.Ceramic Tile8.0 psf3.0 psfDead Loads3/4" PlywoodFloor Joistsplf5.0 psf1.0 psf(assumeo.c.)Ceiling (Gyp. Bd.)+ Misc.Total DLpsfLive Load +40.0 psf.Total DL+ LLpsfx Spacing Factorft2/ftUniform Load (w)plfWiLt(INCLUDES BEAM WEIGHT)DLr BESM(FLOOR bisps)16'

Introduction : A wood beam is a wood-based structural support. They are most typically found in wood…

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'

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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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'

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Solution?
A3. A composite beam and deck system made up of W360x72 at 1000mm o.c. is to span 8m. The deck when cast is to be 100mm thick concrete (25MPA). The shear studs to be used have an ultimate stress capacity of 415MPA and will have a diameter of 16mm. Assuming 100% connection and that the system is shored during casting determine the ultimate moment of the composite W360.