Psf to kip ft
[DOC File]TASK SUBMISSION - Pages
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The use of a 90 psf nominal live load in combination with a load factor of 1.75 results in a loading of 158 psf, which provides a marginal, but sufficient, reserve compared with the maximum credible load of 150 psf. Figure C3.1-1—Live Load of 50 psf. Figure C3.1-2—Live Load of 100 psf
[DOC File]Floor System:
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Level h (in ft) W in kip wxhxk Cvx Fx 8th floor (future roof) 99.17 2568 6073655 0.27 142.21 7th floor (future) 85.83 2977 5516381 0.25 129.16 6th floor (future) 72.50 3376 4702945 0.21 110.11 5th floor mechanical 52.50 4047 3267362 0.15 76.50 4th floor 39.17 3091 1520994 0.07 35.61 3rd floor 25.83 3342 813938 0.04 19.06 2nd floor 12.50 3200 ...
[DOC File]To:
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A 2 ft. (0.6 m) traffic surcharge: 250 psf (12.0 kPa). No slope above or in front of the wall. One soil layer with a unit weight of 120 pcf (18.8 kN/m3) and friction angles ranging from 22° to 37°.
[DOCX File]1 Having a minimum durometer hardness of 50 and utilizing ...
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Span Length in ft Shear Force in kip Vu 0 3 6 9 12 15 18 21 24 27 30 33 36 39 42 45 48 51 54 57 66.959999999999994 60.26400000000001 53.568000000000012 46.871999999999993 40.176000000000009 33.480000000000004 26.783999999999978 20.087999999999987 13.391999999999998 6.6959999999999873 0-6.6959999999999873-13.391999999999998 …
[DOC File]Project Deliver System
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100 kip load 17.5ft . Assumed: 16ft . Assumed: 5in . Beams-bay size typically 25 x 25 -100psf - 3 floors - a total of 30,000 sq ft . Rounded up to 125psf . Roof also 25 x 25 but Superimposes load 30psf - a total of 10,000ft - used 40 psf. Composite Bean Cast in place slab -Typically 25 x 25 - superimposed load 125 . Total of 20,000 sq ft. Fire ...
[DOC File]Following are the variation of the field SPT values with ...
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a) qu = 166750 psf, Qall net = 1385 Kip. b) qu = 179000 psf, Qall net = 1488 Kip Question 3 (35%) A rectangular footing (2m x3m) is embedded in the soil shown below. Determine the gross ultimate bearing capacity of the footing in the following cases: H= 1m. H= 10 m. Describe the type of failure surface in each of the both cases. Ans:
[DOC File]Following are the variation of the field SPT values with ...
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qu = 50400 psf, Qall net = 333.3 Kip H= 1m. H= 10 m. Describe the type of failure surface in each of the both cases. Ans: a) Failure Type = Punishing failure in top layer, General failure in bottom layer. qu = 624 kPa. qt = 3507 kPa. b) Failure Type = General failure in top layer . qu = 6534 kPa. qt = 2506 kPa *** Plot sketch for the shape of ...
[DOCX File]Note: This Lesson sheet was not handed out in class ...
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If the nominal moment strength of a W21x93 is M n = 920 kip-ft, determine if this 2nd Floor Girder is adequate, per ASD. ... a slab. Instead, it has roofing material on corrugated metal deck, which have a dead load pressure of 20 psf. This 20 psf must be added to the dead loads of beams and girders, as necessary. All Fill beams: W14x30. All ...
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