Homework Answers
Add Answer to:
A square column foundation has to carry a gross allowable load of 1805 kN (FS-3) Given:...
A square column foundation has to carry a gross allowable load of 3500 kN (FS-3). Given:...
A square column foundation has to carry a gross allowable load of 3500 kN (FS-3). Given: D 1.5 m, γ = 17 kN /ms.Ф-34°, and d :0. Use Terzaghi's equation to determine the size of the foundation (B). Assume general shear failure. For = 34°, M-365 and My- 38.04 (Enter your answer to three significant figures.) Im
Q3. A square column foundation, the following are given: a. The column load is 600 kN,...
Q3. A square column foundation, the following are given: a. The column load is 600 kN, D, 1.5 m, g 16.5 kN/m, f = 36°, and c' 0. b. The column load is 100 kips, D 3 ft, g - 105 lb/ft', f- 16°, and c' 300 lb/ft. Compute the minimum footing width required to maintain a factor of safety of 2.5 against a bearing capacity failure with Terzaghi's Method
y 17 kN/m3 1.5 m Groundwater level A column foundation in the figure above is 3...
y 17 kN/m3 1.5 m Groundwater level A column foundation in the figure above is 3 m × 2 m in the plan. Given: D, = 1.5 m, φ' = 25。, c, = 70 kN/m2 . Using the equation and λ = 3, determine the net allowable load the foundation could carry. Use the bearing capacity factors in the table below. 22° 16.88 7.82 7.13 23 18.05 8.66 8.20 24° 19.32 9.60 9.44 25° 20.72 10.66 10.88 26° 22.25 11.85...
3) The applied load on a shallow square foundation makes an angle of β with the...
3) The applied load on a shallow square foundation makes an angle of β with the vertical. Given: DAYand c Use ES and determine the gross allowable load Oal. ^ande' Use ES and deternm Variables Df фо FS 1.5 2.0 17.9 32 0 20
16.5 kN/m, φ,-26 For a square foundation that is B x B in plan, D,-2 m;...
16.5 kN/m, φ,-26 For a square foundation that is B x B in plan, D,-2 m; vertical gross allowable load, Qa,-3330 kN, γ "; d-0; and ג4-. Determine the size of the foundation. Use the equation Use the bearing capacity factors in the table below. 26° 11.85 12.54 28° 14.72 16.72 30° 18.40 22.40 31° 20.63 25.99 32 23.18 30.22 (Enter your answer to two significant figures.) rn
Problem 5-Bearing Capacity of Shallow Foundation (20 pts) For a square footing foundation, the following are...
Problem 5-Bearing Capacity of Shallow Foundation (20 pts) For a square footing foundation, the following are given: B 3.0 m (width), D 1.2 m (depth). Y=20 kN/m3, = 32°, c' = 50 kPa, Use Terzaghi Equation and a factor of safety of 2.5 to determine the allowable bearing capacity and the maximum column load to cause bearing capacity failure. Assume that general shear failure occurs in soil. When Oar C S
A square foundation, 2.5 × 2.5 m in size, supports a column load of 478 kN....
A square foundation, 2.5 × 2.5 m in size, supports a column load
of 478 kN. The soil characteristics are given in the figure
below.
A. Estimate the average stress increase in the clay layer due to
the applied load.
B. Estimate the primary consolidation settlement.
478 KN 1.5 m 2.5 mx 2.5 m 7-16 kN/m AD GWT 1.75 m = 18.8 kN/m 3.5 m w - 19% G-2.71 LL-37 o'.-65 kN/m2 C, = 1/5 C C -0.243 7.-20.88 kN/m...
5. A square footing is 4 mx 4 m in plan. Determine the gross allowable load,...
5. A square footing is 4 mx 4 m in plan. Determine the gross allowable load, Qall, that the square footing can carry. Use the general bearing capacity equation and a factor of safety F.-4). Given unit weight of soil y = 19 kN/m, c' = 0 kN/m, 6 - 35°, D-2 m. The load is applied vertically and the groundwater is very deep. Qall = ? B = 4 m
Read sections 3.1 through 3.5 pp. 133-143 and solve the following problems: 1. For the following...
Read sections 3.1 through 3.5 pp. 133-143 and solve the following problems: 1. For the following cases, determine the allowable gross vertical load-bearing capacity of the foundation. Use Terzaghi's equation and assume general shear failure in soil. Use FS = 4. Part B 4ft 2m 3m D 3ft 1m 2m ' 25° 30° 30° c' 600 lb/ft? 0 0 Foundation Type Continuous Continuous Square 110.0 lb/ft 17.0 kN/m' 16.5 kN/m b. Redo problem 3.1(a) assuming that a local failure occurs...
Please solve step by step and clearly thank you Q5. A column foundation shown below is...
Please solve step by step and clearly thank you
Q5. A column foundation shown below is 3mx2m in plan. Given: D=2m, '=20°, and c'=45 kN/m2. Using Meyerhof's bearing capacity general equation and FS=3, determine the net allowable load the foundation could carry. Use bearing capacity, shape and depth factors. (15p) Y=16.8kN/m 2m Groundwater level_ -- Ysat=19.4kN/m 3m*2m
A square column foundation has to carry a gross allowable load of 3500 kN (FS-3). Given: D 1.5 m, γ = 17 kN /ms.Ф-34°, and d :0. Use Terzaghi's equation to determine the size of the foundation (B). Assume general shear failure. For = 34°, M-365 and My- 38.04 (Enter your answer to three significant figures.) Im
Q3. A square column foundation, the following are given: a. The column load is 600 kN, D, 1.5 m, g 16.5 kN/m, f = 36°, and c' 0. b. The column load is 100 kips, D 3 ft, g - 105 lb/ft', f- 16°, and c' 300 lb/ft. Compute the minimum footing width required to maintain a factor of safety of 2.5 against a bearing capacity failure with Terzaghi's Method
y 17 kN/m3 1.5 m Groundwater level A column foundation in the figure above is 3 m × 2 m in the plan. Given: D, = 1.5 m, φ' = 25。, c, = 70 kN/m2 . Using the equation and λ = 3, determine the net allowable load the foundation could carry. Use the bearing capacity factors in the table below. 22° 16.88 7.82 7.13 23 18.05 8.66 8.20 24° 19.32 9.60 9.44 25° 20.72 10.66 10.88 26° 22.25 11.85...
3) The applied load on a shallow square foundation makes an angle of β with the vertical. Given: DAYand c Use ES and determine the gross allowable load Oal. ^ande' Use ES and deternm Variables Df фо FS 1.5 2.0 17.9 32 0 20
16.5 kN/m, φ,-26 For a square foundation that is B x B in plan, D,-2 m; vertical gross allowable load, Qa,-3330 kN, γ "; d-0; and ג4-. Determine the size of the foundation. Use the equation Use the bearing capacity factors in the table below. 26° 11.85 12.54 28° 14.72 16.72 30° 18.40 22.40 31° 20.63 25.99 32 23.18 30.22 (Enter your answer to two significant figures.) rn
Problem 5-Bearing Capacity of Shallow Foundation (20 pts) For a square footing foundation, the following are given: B 3.0 m (width), D 1.2 m (depth). Y=20 kN/m3, = 32°, c' = 50 kPa, Use Terzaghi Equation and a factor of safety of 2.5 to determine the allowable bearing capacity and the maximum column load to cause bearing capacity failure. Assume that general shear failure occurs in soil. When Oar C S
A square foundation, 2.5 × 2.5 m in size, supports a column load
of 478 kN. The soil characteristics are given in the figure
below.
A. Estimate the average stress increase in the clay layer due to
the applied load.
B. Estimate the primary consolidation settlement.
478 KN 1.5 m 2.5 mx 2.5 m 7-16 kN/m AD GWT 1.75 m = 18.8 kN/m 3.5 m w - 19% G-2.71 LL-37 o'.-65 kN/m2 C, = 1/5 C C -0.243 7.-20.88 kN/m...
5. A square footing is 4 mx 4 m in plan. Determine the gross allowable load, Qall, that the square footing can carry. Use the general bearing capacity equation and a factor of safety F.-4). Given unit weight of soil y = 19 kN/m, c' = 0 kN/m, 6 - 35°, D-2 m. The load is applied vertically and the groundwater is very deep. Qall = ? B = 4 m
Read sections 3.1 through 3.5 pp. 133-143 and solve the following problems: 1. For the following cases, determine the allowable gross vertical load-bearing capacity of the foundation. Use Terzaghi's equation and assume general shear failure in soil. Use FS = 4. Part B 4ft 2m 3m D 3ft 1m 2m ' 25° 30° 30° c' 600 lb/ft? 0 0 Foundation Type Continuous Continuous Square 110.0 lb/ft 17.0 kN/m' 16.5 kN/m b. Redo problem 3.1(a) assuming that a local failure occurs...
Please solve step by step and clearly thank you
Q5. A column foundation shown below is 3mx2m in plan. Given: D=2m, '=20°, and c'=45 kN/m2. Using Meyerhof's bearing capacity general equation and FS=3, determine the net allowable load the foundation could carry. Use bearing capacity, shape and depth factors. (15p) Y=16.8kN/m 2m Groundwater level_ -- Ysat=19.4kN/m 3m*2m
Most questions answered within 3 hours.
-
Liquid octane
(CH3(CH2)6CH3) will
react with gaseous oxygen (O2) to produce gaseous carbon
dioxide (CO2) and...
asked 1 minute from now -
For the reaction N2(g) +
O2(g) --> 2NO(g), if the initial
concentration of NO was 0.00M...
asked 1 minute ago -
On a recent quiz, the class mean was 75 with a standard
deviation of 2.2. Calculate...
asked 17 minutes ago -
Discuss the Coefficient of Restitution in an elastic collision
compared to the Coefficient of Restitution in...
asked 21 minutes ago -
Pretend that you are
the audit manager on an annual financial statement audit engagement
for a...
asked 30 minutes ago -
A certain lens focuses light from an object 1.65 m away as an
image 41.8 cm...
asked 30 minutes ago -
Which metal has a resistivity that is within the range or
closest to 4.2X10^-6 to 4.7X10^-6...
asked 36 minutes ago -
5.) Suppose a researcher collected data on the mean height of
tomato plants grown in organic...
asked 48 minutes ago -
(b) A medical statistician wants to estimate the average weight
loss of people who are on...
asked 53 minutes ago -
In scala,
Can you explain what is the difference between them, and why the
first one...
asked 53 minutes ago -
True (T) or False (F) Questions
In a queuing system, if the system’s utilization is 100%,...
asked 1 hour ago -
What is the total energy transported per hour along a narrow
cylindrical laser beam 1.60 mm...
asked 1 hour ago