8. Pile Capacity Calculations A 30" diameter friction pile which has a 24' length in contact with bedrock which has an allowable skin friction value of 800 pounds per square foot can withstand a design load of approximately: A. 151 Kips B. 48 Kips C. 164 pounds D. 1,810 Kips

8. Pile Capacity Calculations A 30" diameter friction pile which has a 24' length in contact with bedrock which has an allowable skin friction value of 800 pounds per square foot can withstand a design load of approximately: A. 151 Kips B. 48 Kips C. 164 pounds D. 1,810 Kips

Principles of Foundation Engineering (MindTap Course List)

9th Edition

ISBN:9781337705028

Author:Braja M. Das, Nagaratnam Sivakugan

Publisher:Braja M. Das, Nagaratnam Sivakugan

Chapter12: Pile Foundations

Section: Chapter Questions

Problem 12.25P

See similar textbooks

Related questions

Q: (Bernoulli/continuity) Water flows steadily through a diverging tube as shown in the figure below.…

A: Given data: d1=0.52 ftd2=0.70 ftd3=0.92 ftSG=2y=2.4 ft

Q: 4. Find the dimensions of a concrete lined open channel used to convey a discharge of 70 m/s. The…

A: Given data Discharge Mannings roughness coefficient Side slope Bed slope

Q: 20 IN H 1=3 m 3 d 1=3 m 1-3 m Which of the following most nearly gives the force in member cd due to…

Q: 1. Find the center of gravity of a semicircular section having outer and inner diameters of 200 mm…

Q: A simply supported wood beam of length L = 12 ft carries a concentrated load Pat midspan, as shown.…

Q: Answer in whole number w C A x В L- L/2

Q: The figure below shows a shaft of three segments It is restrained (fixed support) at both sides and…

Q: Refer to Figure P-02. A channel shape, C8 x 18.75, is used as a tension member. The channels are…

A: Answer a) Calculation of ultimate capacity of the channel if yielding on the gross area governs We…

Q: 5. Segment AB of the bar is a tube with an outer diameter of di and a wall thíckness of 0.125 in.…

A: To Find:- Diameter d1 Diameter d2

Q: Situation 4. Determine the Centroid of the configuration of the steel sections below. Also determine…

Q: Part 8

A: Data given Load P = 250 kN Modulus of Elasticity of Steel, Es = 200 ×106 kN/m2 Modulus of…

Q: The figure below shows a shaft of three segments. It is restrained (fixed support) at both sides and…

A: Finding out twist developed in steel from support B.

Q: Find the axial stress (in psi) of the steel. " Your answer Find the axial stress (in psi) of the…

Q: Which of the following is the equation of the deflection curve at segment AB? P kN/m В A 000 2 O…

Q: From the given beam loaded has shown; Ely = RA2² – M, (x – ) + C1, Ely = ¿RA2³ – M, (x – )² + C,x+…

A: Given data As the beam is a propped cantilever there are 3 boundary conditions At fixed support…

Q: t www h. The steel structure is loaded as shown. hc = 4 m, Lb = 3m, P = 40 KN, E = 200 GPa, Ib Ic=…

Q: the given figure: Let P = 26kN, L = 8m, a = 3m %3D equation of the slope is EIy = Pa (-+L),…

Q: From the beam shown. Let P = 30 kN, Q = 2 kN/m, L =6m. PKN L/3 m QkN/m Lm Determine the following;…

Q: 6. A biodegradable fuel having a specific gravity of 0.95 and a viscosity of 0.04 grams per cen-…

A: Solution (6) Reynolds number of the biodegradable fuel is calculated by. Re =ρvDμv =Re ×μρD Where, ρ…

Q: Ias 글 RAz2-Mo (z-블〉 + Ci, Ely = Mo B –L/2- -L/2– = 59kNm. L = 12m ine the EI0 at point A

Q: From the given beam loaded has shown; Ely = 1/R₁x² - M₁ (x) + C₁, Ely' = R₁x³ -/M₂(x - 2)² + С₁x +…

A: The given question shows the deflection equation of a beam, it is required to find the value of…

Q: 13-5. Air pressure in the cylinder is increased by exerting forces P= 2 kN on the two pistons, each…

A: The solution for Question No 13-5 is as follows: Given Data: The air pressure in the cylinder is P=2…

Q: 11. What is the significance of the number of the sieves? To be precise, what does 200 mean in # 200…

Q: AW 18 x 97 column is shown below. The column is made up of ASTM A992 steel. It is braced on its weak…

Q: 1. Find the center of gravity of a semicircular section having outer and inner diameters of 200 mm…

Q: Current Attempt in Progress Determine the elevation difference, Ah, between the water levels in the…

Q: Form the given beam loaded has shown, Ely = MAr + RA2² – ¿P(x – )² + C1 Elf = }Max² + ¿RAr – P(r –…

Q: 4. A trapezoidal channel of bed width 8.0 m, side slopes are 1:1, longitudinal bed slope = 12 cm/Km,…

Q: Determine the deflection at point D in mm.

Q: 24 m^4

Q: Two rods vertically connect beams AB and CD as shown in the figure Point A is fixed supported while…

Q: 6. A cylindrical sample of soil is iso-tropically compressed at 150 KPa under drained condition.…

A: A sample is compressed at 150 kpa at under drained condition and change in radial stress 300 kpa and…

Q: 2. Show an example of the design process of an actual finished structure (The structure does not…

A: Introduction- It translates the client's or occupant's requirements, demands, and ideas into a…

Q: A basin has an area of 400 km² and the following characteristics: L = Basin length = 35 km Le =…

Q: A dam 6m on top, 12m at the bottom and 20m high has water 15m depth acting on its vertical side. 2.…

A: Given top = 6m bottom = 12 m height = 20m depth of water = 15m here I was taking calculations…

Q: View Policies Current Attempt in Progress A flow rate measuring device is installed in a horizontal…

A: Determine the differential reading of the manometer corresponding to a pressure drop between the…

Q: From the given figure: Let P = 55kips, L = 16ft, a = 6ft if the equation of the slope is EIf =…

Q: A jet propelled aircraft is flying at a speed of 1100 km/hour at t = 20°C, k = 1.4 and R = 287…

A: Given data- Jet-propelled aircraft- Speed V=1100 km/hour, Temperature t=20oC, k=1.4, R=287 J/kgK, To…

Q: 2. Draw the FBD. Find the support reactions in A and tension force in the cable. P =8 KN. 0.5m 0.75m…

A: In question number 2, we have to find forces and tension in rigid body and rope respectively by…

Concept explainers

Types of Composite

Composite materials are formed by merging two components that have different chemical and physical properties. The merged output is termed as a composite, whose properties are completely different from the individual components. Composite materials also have better strength than the individual components.Composite materials usually have two main parts, reinforcement material, and matrix material. The matrix material acts as a binder and surrounds the fiber of another material that bears a much higher strength. This material is known as the reinforcement material. The matrix materials are usually high-strength additives resins, while the fibers of the reinforced material can be random, oriented, and in a mat format.Composite materials are also known as fiber-reinforced composite polymers because they are composed of the polymer matrix which is reinforced to laboratory-created fibers or naturally occurring fibers, such as glass fibers, carbon fibers, or aramid fibers. Under the application of external loads, the matrix material absorbs and transfers the loads to the fibers, these fibers in return provide good compressive strength, tensile strength, and stiffness to the fiber-reinforced composite materials.Depending upon the matrix and the reinforcement material, different properties can be induced to the fiber-reinforced composite materials, including good corrosion resistance properties. The most common matrix material is the resin while the glass fibers act as the reinforcement material. Strong fibers provide strength and stiffness to the composite materials while, a soft and flexible resin provides shape to the composite materials.

Question

8. Pile Capacity Calculations
A 30" diameter friction pile which has a 24' length in contact with bedrock which has an
allowable skin friction value of 800 pounds per square foot can withstand a design load of
approximately:
A. 151 Kips
B. 48 Kips
C. 164 pounds
D. 1,810 Kips

Expert Solution

This question has been solved!

Explore an expertly crafted, step-by-step solution for a thorough understanding of key concepts.

This is a popular solution!

SEE SOLUTION Check out a sample Q&A here

Step 1

VIEW

Step 2

VIEW

Trending now

This is a popular solution!

Step by step

Solved in 2 steps with 2 images

SEE SOLUTION Check out a sample Q&A here

Knowledge Booster

Learn more about

Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, civil-engineering and related others by exploring similar questions and additional content below.

Similar questions

determine: Pile Load Test -- You are to use the results of a pile load test given below to A. The Ultimate Load that could be placed on a 14-inch diameter (O.D.) steel pipe pile, with 1/2 in. wall thickness, and with closed end (same 14-inch diameter), but not filled with concrete. The pile was driven 130 ft. into a medium dense alluvial medium to fine sand deposit. Use Davisson method to interpret the results and determine both the Qult and the Qall. Plot the data on a separate sheet with axes properly labeled. Use scale for settlement 1-inch = 0.5 in settlement. Use scale for load 1-inch = 50 tons. Measured Measured Load on Top of Pile (tons) Settlement of Pile TOP (in.) Settlement of Pile TIP (in.) 35 0.12 0.00 70 0.25 0.06 105 0.47 0.10 140 0.75 0.30 175 1.12 0.57 210 1.73 0.83 245 2.16 1.16 280 2.60 1.51 B. How much of the test load actually penetrated to the tip of the pile at the full 280 ton load of the test. Make the proper calculations necessary to determine the proportions…
Note: Read the question carefully and give me right solution according to the question. A pile is made of recycled aggregate material. The pile has a diameter of 95 ft. at the base, and30 ft. at the top. It is 23 ft. high. The volume of the pile (yd3) is most nearly: a ) 1,350b ) 89,643c ) 2460d ) 3320
A HP 13x100 steel pile of length 40 feet is driven with a hammer of rated energy 30 kip-ft, weight 12 kips. A. Use the Gates method to determine refusal criterion if the ultimate pile capacity is to be 600 kips. B. Will the pile survive during installation?
Discuss the following method of load carrying capacity of pile : Dynamic formula
Describe the feature of the installation procedure for a driven pile.
Compute the compressive force at the most stressed pile for each pile cap given in the table below. All column loads are unfactored and acting at the pile group centroid unless noted otherwise. My LL My (kN*m) y Pile Cap DL (kN)* LL(kN) LL Mx (kN*m) PC-1 1800 300 400 350 PC-2 1800 300 400 350 Mx *Pile cap weight is not included in the DL Notes: Pile diameter=600mm Use a pile cap thickness of 450mm for all cases with a conc unit wt of 23.5kN/m? PC-1 РС-2 3600 3600 1800 1800 1200 000 0081 009S
Carry out the calculations to find the pile cap depth if pile diameter is 12(3/4). Also calculate the minimum spacing required between the piles .
Which advantages fall under which type of pile? Please answer this asap. For upvote. Thank you very much
An 18 in diameter, 75 ft long ACIP pile is to be constructed in the following soil profile: Depth(ft) SoilDescription Unit Weight(lb/ft3) Undrained ShearStrength(lb/ft2) EffectiveFrictionAngle(deg) SPTN60 0–15 Silty sand 120 28 15–40 Clayey silt 115 1500 40–60 Sandy silt(nonplastic) 119 25 60–70 Well-gradedsand 124 32 70–90 Well-gradedsand 127 35 40 The groundwater table is at a depth of 25 ft. Using a factor of safety of 3.0, determine the ASD allowable downward load capacity.
The results of pile load tests are usually considered to be the “correct” load capacity, and all other analysis methods are compared to this standard. However, there are many ways to conduct load tests, and many ways to interpret them. Therefore, can we truly establish a single “correct” capacity for a pile? Explain.
Q- A concrete pile has size 40 cm x 40 cm, ultimate load carrying capacity of pile is 1200 kN, and с x is 50 kN/m² and 0.6 respectively. What is the length of pile?
Define The local availability of each pile type