P3.14 Assume W 20 ft and D 28 ft and that the slab behavior can be classified as a one-way slab. If the dead load for the roof is found to be 22 psf, compute and sketch the load diagrams f...

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P3.14 Assume W 20 ft and D 28 ft and that the slab behavior can be classified as a one-way slab. If the dead load for the roo

For Problems_3.9 through 3.27 compute the values requested using the basic floor/roof framing plan shown in the figure part (

Roof 4th floor 3rd floor 2nd floor Ground

P3.14 Assume W 20 ft and D 28 ft and that the slab behavior can be classified as a one-way slab. If the dead load for the roof is found to be 22 psf, compute and sketch the load diagrams for B1, B2, G1, and G2 located in the roof.
For Problems_3.9 through 3.27 compute the values requested using the basic floor/roof framing plan shown in the figure part (a). The building consists of five levels as shown in the figure part (b). If live load reductions are considered, use the appropriate provisions given in ASCE 7-16. B, ning ル、On
Roof 4th floor 3rd floor 2nd floor Ground

engineering Civil-Engineering

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2019 ugus ク-1 しにAl 313-15 pSF beans w/。としに 20. 230SF 70大5.45 10 Saturday 284t S-5. 2-x 206

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P3.14 Assume W 20 ft and D 28 ft and that the slab behavior can be classified as a one-way slab. If the dead load for the roof is found to be 22 psf, compute and sketch the load diagrams f...

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P3.14 Assume W 20 ft and D 28 ft and that the slab behavior can be classified as a one-way slab. If the dead load for the roof is found to be 22 psf, compute and sketch the load diagrams f...

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For Problems 3-4 through 3.8, compute the values requested using the basic floor framing plan shown...

P3.14 Assume W 20 ft and D 28 ft and that the slab behavior can be classified as a one-way slab. If the dead load for the roof is found to be 22 psf, compute and sketch the load diagrams f...

Homework Answers

Add Answer to: P3.14 Assume W 20 ft and D 28 ft and that the slab behavior can be classified as a one-way slab. If the dead load for the roof is found to be 22 psf, compute and sketch the load diagrams f...

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For Problems 3-4 through 3.8, compute the values requested using the basic floor framing plan shown...

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P3.14 Assume W 20 ft and D 28 ft and that the slab behavior can be classified as a one-way slab. If the dead load for the roof is found to be 22 psf, compute and sketch the load diagrams f...