Two building columns (a wall column and an interior column) are to be supported on a common rectangular (combined) footing. The wall column imposes a loading of 120 tons; the interior column carries 200 tons. The columns are 16 ft apart. The end of the footing near the wall cannot project more than 3 ft beyond the centerline of the wall column. Using an allowable soil bearing pressure of 4,000 psf, give the length and width of foundation that should be provided.
Two building columns (a wall column and an interior column) are to be supported on a common rectangular (combined) footing. The wall column imposes a loading of 120 tons; the interior column carries 200 tons. The columns are 16 ft apart. The end of the footing near the wall cannot project more than 3 ft beyond the centerline of the wall column. Using an allowable soil bearing pressure of 4,000 psf, give the length and width of foundation that should be provided.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Two building columns (a wall column and an interior column) are to be supported on a common rectangular (combined) footing. The wall column imposes a loading of 120 tons; the interior column carries 200 tons. The columns are 16 ft apart. The end of the footing near the wall cannot project more than 3 ft beyond the centerline of the wall column. Using an allowable soil bearing pressure of 4,000 psf, give the length and width of foundation that should be provided.
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