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No. 5 Given: Sand Y-_130 PCF AVG N 30 0-36 Calculate the allowable load P in tons with a safety f...
No. 5 Given: Sand Y- 130 PCF AVG N- 30 SAvo D36 Calculate the allowable load...
No. 5 Given: Sand Y- 130 PCF AVG N- 30 SAvo D36 Calculate the allowable load FP in tons with a safety factor of 2. 20 pts
Please solve each and explain process and equations 5. (30) Define allowable bearing capacity of a circular foundation of a radius 2R-18 ft using the Terzaghi's bearing capacity equation for a gen...
Please solve each and explain
process and equations
5. (30) Define allowable bearing capacity of a circular foundation of a radius 2R-18 ft using the Terzaghi's bearing capacity equation for a general failure, if the water table were at and below the elevation of the bottom of the foundation. A factor of safety is 2.2. Qall 6 ft SAND φ =36 0 e007 2R 16 ft> 16 ft CLAY 18 ft : 0.5 еой 0.8 Y sat 135 pcf ROCK...
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
calculate the depth of the pile and include end bearing capacity (Q_tip). What is the shortest length of pile (rounded to the foot) for your steel pile. Q_all = 20 tons An 18-in diameter smooth...
calculate the depth of the pile and include end bearing
capacity (Q_tip). What is the shortest length of pile (rounded to
the foot) for your steel pile. Q_all = 20 tons
An 18-in diameter smooth steel pile is driven into dense sand. Find the depth the pile needs to be driven (to the foot) using the following soil profile to achieve a capacity of 20 tons. Factor of Safety 2 K0.75 Water Table@10 D-20x 30 2.0 ALT lon e TABLE...
, calculate the required length and width of a PSC pile to support the allowable load.
You are designing the foundation for a natural gas import terminal. The subsurface is
predominantly alluvial clays in the upper 6 – 15 m below the ground surface (BGS), which
has resulted in large post construction settlements on nearby structures. To prevent large
settlements and differential settlements, the new gas tanks will be supported by pile
foundations. You have determined that pre-stressed concrete (PSC) piles are the most
economical solution. The pile layout will be a square with center-to-center spacing...
An eccentrically loaded (one-way eccentricity) square foundation, given: B = 5 ft, L = 5 ft,...
An eccentrically loaded (one-way eccentricity) square foundation, given: B = 5 ft, L = 5 ft, Df = 4 ft, e = 0.5 ft, γt = 110 pcf, c’=0 and ϕ’ = 30°. Note the ground water table is at great depth below the footing. Calculate the general bearing capacity to determine the maximum allowable load that the foundation can carry using Meyerhof’s effective area method for a FS of 3.
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
5. A small leaf spring b=10mm wide by L=125mm long by tam thick is simply supported...
5. A small leaf spring b=10mm wide by L=125mm long by tam thick is simply supported at its ends and subjected to a center load P that varies continuously from 0 to 20 N. Using the modified Goodman criterion, determine the value of t, given t, given a fatigue strength Ocr = 740M Pa, ultimate tensile strength, ou = 1500M Pa, and safety factor of n=2.5. KL/ 27 L/2 -
Question 5 0/1 pts Calculate the force of gravity between two 30 tons ball bearings separated...
Question 5 0/1 pts Calculate the force of gravity between two 30 tons ball bearings separated by a distance of 10 centimeters.
Let Xi Pn(2) and X2 Pn(5) be two independent random variables and it that y = Xi + X-Pn(7). is shown (a) Given Y-n, n 20, what are the possible values of X1? (b) Calculate the conditional distributio...
Let Xi Pn(2) and X2 Pn(5) be two independent random variables and it that y = Xi + X-Pn(7). is shown (a) Given Y-n, n 20, what are the possible values of X1? (b) Calculate the conditional distribution of Xi given Y-n for n 2 0.
Let Xi Pn(2) and X2 Pn(5) be two independent random variables and it that y = Xi + X-Pn(7). is shown (a) Given Y-n, n 20, what are the possible values of X1? (b)...
No. 5 Given: Sand Y- 130 PCF AVG N- 30 SAvo D36 Calculate the allowable load FP in tons with a safety factor of 2. 20 pts
Please solve each and explain
process and equations
5. (30) Define allowable bearing capacity of a circular foundation of a radius 2R-18 ft using the Terzaghi's bearing capacity equation for a general failure, if the water table were at and below the elevation of the bottom of the foundation. A factor of safety is 2.2. Qall 6 ft SAND φ =36 0 e007 2R 16 ft> 16 ft CLAY 18 ft : 0.5 еой 0.8 Y sat 135 pcf ROCK...
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
calculate the depth of the pile and include end bearing
capacity (Q_tip). What is the shortest length of pile (rounded to
the foot) for your steel pile. Q_all = 20 tons
An 18-in diameter smooth steel pile is driven into dense sand. Find the depth the pile needs to be driven (to the foot) using the following soil profile to achieve a capacity of 20 tons. Factor of Safety 2 K0.75 Water Table@10 D-20x 30 2.0 ALT lon e TABLE...
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
5. A small leaf spring b=10mm wide by L=125mm long by tam thick is simply supported at its ends and subjected to a center load P that varies continuously from 0 to 20 N. Using the modified Goodman criterion, determine the value of t, given t, given a fatigue strength Ocr = 740M Pa, ultimate tensile strength, ou = 1500M Pa, and safety factor of n=2.5. KL/ 27 L/2 -
Question 5 0/1 pts Calculate the force of gravity between two 30 tons ball bearings separated by a distance of 10 centimeters.
Let Xi Pn(2) and X2 Pn(5) be two independent random variables and it that y = Xi + X-Pn(7). is shown (a) Given Y-n, n 20, what are the possible values of X1? (b) Calculate the conditional distribution of Xi given Y-n for n 2 0.
Let Xi Pn(2) and X2 Pn(5) be two independent random variables and it that y = Xi + X-Pn(7). is shown (a) Given Y-n, n 20, what are the possible values of X1? (b)...
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