7. A continuous strip footing bears on sand with groundwater one-half the footing width below the base of the footing. Which of the following changes will Increase the allowable bearing pressure? D B/2 P.FT B SAND A) Embedment depth remains D, but the footing width is decreased. B) Embedment depth remains D, but the groundwater is raised to B/4 below the base of the footing. C) Embedment depth and groundwater remain D and B/2, but the unit weight of the sand is increased. D) Groundwater remains at B/2 below the base of the footing, but the embedment depth is decreased.

Structural Analysis
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Chapter2: Loads On Structures
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7. A continuous strip footing bears on sand with groundwater one-half the footing width below the
base of the footing. Which of the following changes will Increase the allowable bearing
pressure?
D
B/2
PFT
B
SAND
A) Embedment depth remains D, but the footing width is decreased.
B) Embedment depth remains D, but the groundwater is raised to B/4 below the base of the
footing.
C) Embedment depth and groundwater remain D and B/2, but the unit weight of the sand is
increased.
D) Groundwater remains at B/2 below the base of the footing, but the embedment depth is
decreased.
Transcribed Image Text:7. A continuous strip footing bears on sand with groundwater one-half the footing width below the base of the footing. Which of the following changes will Increase the allowable bearing pressure? D B/2 PFT B SAND A) Embedment depth remains D, but the footing width is decreased. B) Embedment depth remains D, but the groundwater is raised to B/4 below the base of the footing. C) Embedment depth and groundwater remain D and B/2, but the unit weight of the sand is increased. D) Groundwater remains at B/2 below the base of the footing, but the embedment depth is decreased.
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