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Соpy of What will be the net allowable bearing capacity of a mat foundation with dimensions|of 45 ft x 30 ft constructed over a sand deposit? The blow counts over the 18 inches penetration are 5, 6, and 6, respectively, for each 6-inch penetration. The footing is to be built with D; = 6.5', the allowable settlement is 2 inches. What is N60 using the formula below, Given Em=0.85, CB=1.03, cs=0.8, and CR=1.

Соpy of What will be the net allowable bearing capacity of a mat foundation with dimensions|of 45 ft x 30 ft constructed over a sand deposit? The blow counts over the 18 inches penetration are 5, 6, and 6, respectively, for each 6-inch penetration. The footing is to be built with D; = 6.5', the allowable settlement is 2 inches. What is N60 using the formula below, Given Em=0.85, CB=1.03, cs=0.8, and CR=1.

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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This is for foundation engineering review, please show steps and chose from answer choices.

E„C;C,C;N R- N60 0.60 O A. 14 O B. 12 O C. 13 O D. 10
Transcribed Image Text:E„C;C,C;N R- N60 0.60 O A. 14 O B. 12 O C. 13 O D. 10
QUESTION 2 Сорy of What will be the net allowable bearing capacity of a mat foundation with dimensions|of 45 ft x 30 ft constructed over a sand deposit? The blow counts over the 18 inches penetration are 5, 6, and 6, respectively, for each 6-inch penetration. The footing is to be built with Df = 6.5', the allowable settlement is 2 inches. What is N60 using the formula below, Given Em=0.85, CB=1.03, CS=0.8, and CR=1.
Transcribed Image Text:QUESTION 2 Сорy of What will be the net allowable bearing capacity of a mat foundation with dimensions|of 45 ft x 30 ft constructed over a sand deposit? The blow counts over the 18 inches penetration are 5, 6, and 6, respectively, for each 6-inch penetration. The footing is to be built with Df = 6.5', the allowable settlement is 2 inches. What is N60 using the formula below, Given Em=0.85, CB=1.03, CS=0.8, and CR=1.
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