5b) (P) = 75 k (shown below). The footing is 3 ft thick and flush with the ground surface. Assume x= 0.75 ft and y = 0.5 ft and solve for the eccentricity in the B direction (eB) and the eccentricity in the L direction (eL). Is this foundation adequately sized to resist overturning (i.e., is it in full bearing or partial bearing)? If it is in full bearing, compute the maximum and minimum pressure under the footing. A rectangular footing with width (B) = 6 ft and length (L) = 8 ft is subjected to an eccentric load Top View В
5b) (P) = 75 k (shown below). The footing is 3 ft thick and flush with the ground surface. Assume x= 0.75 ft and y = 0.5 ft and solve for the eccentricity in the B direction (eB) and the eccentricity in the L direction (eL). Is this foundation adequately sized to resist overturning (i.e., is it in full bearing or partial bearing)? If it is in full bearing, compute the maximum and minimum pressure under the footing. A rectangular footing with width (B) = 6 ft and length (L) = 8 ft is subjected to an eccentric load Top View В
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:A rectangular footing with width (B) = 6 ft and length (L) = 8 ft is subjected
5b)
(P) = 75 k (shown below). The footing is 3 ft thick and flush with the ground surface. Assume x = 0.75 ft
and y = 0.5 ft and solve for the eccentricity in the B direction (eB) and the eccentricity in the L direction
(eL). Is this foundation adequately sized to resist overturning (i.e., is it in full bearing or partial bearing)?
If it is in full bearing, compute the maximum and minimum pressure under the footing.
an eccentric load
Top View
L
y
В
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