Determine the elastic settlement using the Schmertmann method of the 10'x 10' footing as shownbelow. Estimate the elastic modulus using Es = 10(N + 15), where Es is in ksf and N is thecorrected SPT value.Loose sandMediumdense sandLoose sandDense sandVery loosesandDEPTH5°10'15'20'25'SPT10211115414Q=250 kips10' x 10'0 0.2 0.4 0.6STRAIN &Layer 1Layer 2Layer 3Layer 4Laver 5

A ) Given data : Footing size = 10'X10' Es = 10(N + 15 ) Where N is corrected SPT value. To Find :…

Determine the elastic settlement using the Schmertmann method of the 10'x 10' footing as shown below. Estimate the elastic modulus using Es = 10(N + 15), where Es is in ksf and N is the corrected SPT value. DEPTH SPT Q=250 kips

Determine the elastic settlement using the Schmertmann method of the 10'x 10' footing as shown below. Estimate the elastic modulus using Es = 10(N + 15), where Es is in ksf and N is the corrected SPT value. DEPTH SPT Q=250 kips

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Related questions

Q: A 3m x 3m square footing is constructed at a depth of 2m in a 26m deep clay layer with following…

Q: Working example 10.2: Design a strip footing A 300 mm thick concrete wall carries a service dead…

A: Given Data :Thickness = 300 mmDead load = 140 kN/mLive Load = 225 KN/mSoil pressure = 240 KPafc= 20…

Q: Define the Contact Pressure in Spread Footings with Eccentric Loading

A: Introduction: Contact pressure is a topic of discussion in the field of foundation engineering.…

Q: Following are the results obtained from a plate load test performed on a square plate of 30 cm x 30…

Q: 4. A 4m x 8m rectangular footing will be placed on ground surface as shown in the figure below. The…

Q: A square footing has a dimension of 1.42 m x 1.42 m and has its bottom 1.39 m below the ground…

A: Given Dimension: 1.42 X 1.42 df = 1.39m

Q: Q2: For flexible footing shown below, find the elastic surface settlement below the point a. Aq,=…

A: Introduction: Settlement is greatest toward the center of the footing and least at the borders for…

Q: 1. Using the boring log shown below determine the ultimate bearing capacity of a rectangular footing…

A: given data: width of footing (B)=4 ft length (L)=8ft depth of footing (D)= 3ft γ=120 pcf

Q: PROBLEM #1: The figure below shows a strip footing. Determine the footing width and design the…

A: In foundations, the footing transfers the load to a larger soil area. A foundation's soil contact…

Q: N. N, N. N. Ni, 5.70 1.00 0.00 26 15.53 6.05 2.59 1.07 0.005 16.30 2.88 5.90 6.10 27 28 6.54 1.14…

Q: 1) A footing whose one side spans 4.2m carries a 520 kN dead load and 640kN live load from a…

A: Answer (1) Calculation of Dimension of the footing We know that Area of footing is given by A = Pqe…

Q: Q2: For the following spread footing, calculated the width of the footing if the footing length is…

A: In the question a spread footing is there. We need to find out the width of the footing if the…

Q: Q2/ Design the footing shown the figure below, using fc = 24 Mpa and fy = 415 Mpa M = 800 KN-m DL=…

A: Solution:Given:M = 800 kNmDL = 800 kNLL = 800 kNColumn = 0.5 x 0.5 mthickness = 3 mfc = 24 MPafy =…

Q: A footing carrying a load of 1500 kN. Depth of Footing is 3 m. maximum tolerable settlement is 45 mm…

Q: A (4x4) m footing is located at a depth of 4.5 m below the ground surface and subjected to eccentric…

A: unit weight of soil= 18.5 kn/m2 frictional angle = 32…

Q: 1- Given Data Ꭰ L 40 in × 30 in fy Column = 350 Kips = 250 Kips = 60 ksi fé fy qa Footing = 3.25 ksi…

A: Data provided -column Footing 1Ksf…

Q: Question 1 of 8 5F Determine the number of 6meters - 12mm. steel bars required if there are 10…

A: Since the spacing between the bars are not given then from the drawing, number of bars are counted.…

Q: For a rectangular footing 4 ft x 8 ft, 100 kips of load is being applied. Compute stress increase 10…

A: Rectangular footing size = 4 ft x 8 ft Load applied= 100 Kips We have to find out the stress…

Q: 4. A 4m x 8m rectangular footing will be placed on ground surface as shown in the figure below. The…

A: Given Data: The dimension of a rectangular footing is A=4 m×8 m The total load acting on the footing…

Q: 2. A square footing has a dimension of 1.8 m x 1.8 m x 0.8 m. The column section is 320 mm square.…

A: The development length can be calculated using the following formula:Here, and are the…

Q: Q4: Use the rectangular loaded area to calculate the increase in vertical stresses at points (A) and…

A: Note: Hi! Thank you for the question As per the honour code, We’ll answer the first question since…

Q: 3. A square footing which carries an axial load of 132530 kg has its bottom resting on a groundwater…

Q: the elastic settlement of the footing will be

Q: Q2/ Figure below shows the plane of a square footing constructed on a medium dense sand and…

A: Area of footing =6×6=36 m2Because of eccentricity area of footing will be effectivereducedeffective…

Q: The average correcte N60 = 7 in the effective zone for a square footing (1m x 1m) located at a depth…

A: If the soil support of the continuous foundation yields due to the load imposed by the foundation,…

Q: Given: a square footing (BxB) shown in figure. If the allowable consolidation settlement (Sc = 25…

Q: A 4ft by 4ft spread footing is proposed where the bottom of footing is set 2ft below grade. The…

A: Question is based on the footing which is proposed to design a which bottom of which is set at some…

Q: A rectangular combined footing 8 ft * 20 ft is founded at a depth of 6 ft on a normally…

A: B = 8ft. D = 20ft. B' = 6ft Zh = 28 ft. qc = 50tsf

Q: A proposed office building will include a 10 ft x10 ft square, 3 ft deep (the footing height is also…

A: Given, Cross sectional area of footing = 10 ft x 10 ft Depth of footing = 3 ft Angle of internal…

Q: 3m 75 KEN m Im The footing plan is shown loaded uniformly in a rectangular area. What is the value…

Q: A plate load test was conducted on sandy soil. The plate used is 81 cm square. The ultimate load per…

A: Given data in question Size of plate Load per unit area in plate load test Size of footing FOS To…

Q: 6. A plate-load test was conducted on a sandy soil in which the size of the bearing plate was 610 mm…

A: Given data in question Size of plate = 610×610 mm Ultimate load = 325.5 kN/m2 Size of Footing =…

Q: The square footing shown in the figure carries a load of 3500 kN. Assume that the stress below the…

A: We have to determine the value of settlement of clay layer as per the given data in the question.

Q: Determine the increase in vertical stress directly below the center of the footing

A: Load (q) = 14506 lbs/ftwidth of footing = 2.3 ftdepth of footing (z) = 0.8 ftNeed to findThe…

Q: A plate load test was carried out on a ground having a uniform sand stratum upto sufficient depth.…

A: For plate load test carried out on a ground having a uniform sand stratum uptosufficient depthSize…

Q: A 250-k column load is to be supported on a 9 ft square footing embedded 2 ft below the ground…

A: Load = 250 kWidth (B) = 9 ft Depth = 2 ft N60 = 32

Q: Calculate the ultimate bearing capacity considering the following. A strip footing, 2 meters wide A…

A: Given: The width of strip footing is 2 m. The width of the square footing is 3 m. The diameter of…

Q: 15 - The undrained strength of a saturated clay sample is 27 KPa If a square footing of size 4 m x 4…

A: Given data- Undrained strength of clay UCS=27 KPa⇒C=UCS2=13.5 KPa Square footing of size 4 m×4 m…

Q: Prepare a spreadsheet to compute settlement of square footings using the e@log@p method.…

A: Given:- Cr/(1 + e0), Cr/(1 + e0) To find:- settlement

Q: Simon did plate load test and its shown in graph. Assume that plate dimensions are 1.5m x 1.5m.…

A: It can be observed from the graph that at a settlement of 60 mm, there is a sudden drop in the load.…

Q: 12- Calculate the net allowable soil stress of a soll with allowable stress 300 kN/m2 in the depth…

A: Allowable stress of the soil Depth from the soil surface to the footing (h1) = 2.50 m Height of the…

Q: A plate load test has been done on a square footing of 3 m size with square plate of 0.3 m size.…

A: Given that, Bf= 3 mBp= 0.3 mSp= 3mmSf= ?

Question

Determine the elastic settlement using the Schmertmann method of the 10'x 10' footing as shown
below. Estimate the elastic modulus using Es = 10(N + 15), where Es is in ksf and N is the
corrected SPT value.
Loose sand
Medium
dense sand
Loose sand
Dense sand
Very loose
sand
DEPTH
5°
10'
15'
20'
25'
SPT
10
21
11
15
41
4
Q=250 kips
10' x 10'
0 0.2 0.4 0.6
STRAIN &
Layer 1
Layer 2
Layer 3
Layer 4
Laver 5

Expert Solution

This question has been solved!

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

SEE SOLUTION Check out a sample Q&A here

Step 1

Step 2

Step 3

Step 4

Step by step

Solved in 4 steps with 3 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

A 10 foot square footing is to be constructed and will have a net bearing pressure of 2,000 psf. Calculate the average vertical stress increase using the 2:1 method.
A rectangular footing has dimensions shown and is acted upon by a dead load of 382 kN and a live load of 536 kN. The column dimension is 307x560 mm where the shorter dimension is parallel to B. The thickness of the footing is 656mm. fc=28 MPa and fy=420 MPa for diameter 20mm bars. A=2.6m and B=5.2m
A 10 foot diameter circular footing is to be constructed and will have a net bearing pressure of 2,000 psf. Determine the increase in vertical stress at a depth of 20 feet below the center of the footing the edge of the footing
Design of Isolated Footing Footing Question: (See photo) Note: Avoid rounding off values in the course of solution proper as much as possible. ROUND OFF ONLY AT THE FINAL ANSWER.
A strap footing consists of two footings connected by strap beam. Allowable soil pressure is 450 kPa. Footing thickness is 600mm and the bottom of the footing is 1.5m below the ground. Assume soil weight to be 19 Kn/m3 and concrete weight to be 24 Kn/m³. Use f'c = 20.7 Mpa and fy = 414 Mpa. Use 1.2DL + 1.6LL. gog = galow - footing weight – soil weight. DL = 275 kN LL = 400 kN DL = 600 kN LL = 500 kN 4.8 m 400 x 400 column 400 x 400 column 1.2 m 1.2 m a) Calculate the footing dimensions. (Size is in multiples of 100 mm) b) Draw the Shear and Moment Diagram on the Longitudinal Direction. Show the maximum shear and moment.
depth "z" = 16ft
Two footings, one circular and the other strip, are founded on the surface of a purely Cohesionless soil. Diameter of the circular footing and width of strip footing is same. Then, the ratio of ultimate bearing capacity of circular to strip footing is:
Hello and hope your help with foundation CEE 430 thanks
ASSIGNMENT 2 Obtain the stress distribution of the following spread footing when: A) N =" kN) 70 B) N = RN) N Being: B=10 L-3 m 10 kN m min max B
A structural engineer finished a design of a library. They determine that each column will carry 1000 lbs. the soil beneath the footing has the properties: gamma= 130 pcf, c= 75psf, phi= 40 degrees. The groundwater table is of great depth so it’s no concern. Sketch figures. What is the minimum size of the footing for a factor of safety of 3? Case 1: assume square footing Case 2: assume round footing