Psf to lb ft
[DOC File]SECTION 07210 - Government of New York
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b. 4 Inches Nominal Thickness: R = 14.0 @ 0.58 psf. c. 6 Inches Nominal Thickness: R = 22.0 @ 0.92 psf. G. Loose Cellulose Fiber Insulation: Chemically treated cellulosic or wood fiber loose fill thermal insulation; ASTM C 739, Type I for pneumatic applications and Type II for poured applications. ... Type I (1.0 lb/cu ft density) insulation is ...
[DOC File]1 - Purdue University
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Live load acting on column bi and hi are = 0.55 x 50 psf x 625 = 17.18 kips. Live load acting on column ei = 0.46 x 50 psf x 1250 = 28.75 kips - Live load acting on column e6 = 0.5 x 50 psf x 1250 = 31.25 kips • Note that the live loads calculated in Steps I, II, and III are consistent and to be used for design.
[DOCX File]1 Having a minimum durometer hardness of 50 and utilizing ...
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The double tee girder flange is designed to carry the load of the cast-in-place slab, the flange weight and a 50 lb./sq. ft. construction dead load. (or a 3000 lb. concentrated construction load per IBC).
[DOCX File]Texas A&M University
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200 psf live load for elevator wL=4000 lb/ft^2 Δ= L/1666 (Mechanical constraint) Brick + Curtain Wall: Use 40 psf. Amenities Deck - 100 psf live load. Green Roof - 50 psf superimposed dead load. 10 psf ceiling superimposed dead load. Roofing (insulation, water proofing) 15 psf superimposed dead load.
[DOC File]EXAMPLE
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Side Span Qj Mmax Width, Lj Lw=Lj-Di/6 PLi/2 PLw^2/8 Es Wale Length ft ft lb ft-lb psi Lw=Lj-Di/6 19.58 13.60 270,722 409,314 2.90E+07 13.60 Beam size Zx, cu in A, sqin Depth, Dj in r(x), in Web Thick Stl Grade Sf: W30x116 378 34.2 30.01 12 0.565 36,000 1.5
[DOC File]WEIGHT OF CELLULOSE INSULATION BLOWN-IN OVER …
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CONTINUED QUESTION: Thanks for the information below, but the specs for my application are a little different. The house was built around 1965 and the sheetrock seems to have been nailed rather than screwed & glued. I'm assuming it is 1/2 sheetrock. This means the weight load capacity is lower than the 2.2 lb per sq. foot listed below.
[DOC File]GENERAL GUIDE SPECIFICATION - Wausau Window
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Interior of each test unit shall be impacted with a heavy shot bag swung from a vertical height sufficient to generate _____ ft-lb of impact, directed at center-of-glass, corner, hinge, midpoint between locks, and lower jamb locking point. Center-of-glass impact shall be repeated if any plies break upon impact.
[DOCX File]Dr Jorge Ibarra
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Blood (assume = 4.5x10-5 lb·s/ft2, SG = 1.0) flows through an artery in the neck of a giraffe from its heart to its head at a rate of 2.5x10-4 ft3/s. Assume the length is 10 ft and the diameter is 0.20 in.
[DOC File]Activity 3.2.2 Loads
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Insulation-2.6psf x 9 Metal Deck- 3 psf x 2.75. Determine the total design load for the roof system. 47psf. Select a steel roof deck to support the required loads. Type 20 steel deck. Determine the roof beam loading for both the interior and exterior beams .interior- 7ft exterior 3.5 interior uniform = 329lb/ft exterior uniform= 164.5lb./ft
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