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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Note# Honorable expert teacher kindly solve each and every step of the Q#1 as soon as possible, its urgent for today..i will be very thankful to u for this kind favor. Course; is Reinforced Concrete-1. ( Department; Civil engineering department )
A fully composite section that is comprised of an A992 W16x31 with a 5-inch, (f'c= 4 ksi) slab on top of it. The beam span is 30' and the spacing of the beams is 5-foot. All the shear studs to make the composite beam were completely forgotten to be installed by the contractor. Assume that the friction between the slab and the steel beam is enough to provide continuous lateral support to the compression flange of the steel beam but provides no composite action between the concrete and the steel. What is the LRFD moment capacity (4bMn) of this badly built attempt at a 'composite' beam, Hint; The flexural strength of the unreinforced concrete slab is 7.5*(f'c)^0.5 Also, the fundamental flexural equation is MC/I. Show all work.
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Question 5 (2 points) v Saved The CLT members are used as columns True False Question 6 (2 points) v Saved The vertical member in the wood framing within the load bearing walls is called Joist Stud Bridging Rafter Question 7 (2 points) v Saved Wood members should be raised from the ground True False
Three Strength Class C16 sawn timber joists are bolted together to create a trimmer beam which supports the first floor of a new house. The top flange of the trimmer joist is laterally restrained. The floor load is the usual dead and imposed in a domestic property. What is the design moment resistance of one of this group of joists? Joist width-60 mm Joist height-212 mm Give your answer to one decimal place in kNm.
#2 will upvote anyone who will answer correctly. Thanks
Solution?
LL= \00 PSF DL= 60 PSF 20' ASD LOAD COMBO: TL= LL +DL 30' 5 EaUAL SPACES Delermine tolel unifum looding (wn) on beam Bl. BI
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.