=) Detenmine the total seHlemnt of tu followiny foundution(Includb immedate or elantic settlement)50 kipsGaoONdsun faceFill Y= 85 pcf4x6 footingFILLsilty clay E =SuY= 115 Pa e,=15OCK 2GwTGWT ZCeYsat = 115 pepVeystiftsiity ClayYsat = 125 PCf e,=06OCR = 14101C= 0135 Cr =0.2E = Soo psiU= 0.35BedRock

Given, Cc=0.3q=50 kipsν=0.2E=50H0=1.5Cr=0.3×0.15

Answered: -) Deteumine the total seHlemest of tu…

-) Deteumine the total seHlemest of tu following foundution (1nclucb immediate or elantic settlement) 50 kips Gaoond Fill Y= 85 pef 46 footing FILL silty clay E:S

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: The following data are cross-section notes of the ground which will be excavated fora roadway having…

A: Given Base width= 10 m

Q: A trag z0idar channel is to be elesigned u Hhe makimem efeficiency to camry a dischange, of jomrila…

A: Solution:- Given data- Discharge Q=10 m3/sec, Bed slope S=1 in 1600 Side slope = 1:1, n = 0.01 ,…

Q: Explain the DeBeer (1965) settlement analysis analogous ?

A: DeBeer settlement analysis analogous (1965): DeBeer proposed a settlement analysis analogous to one…

Q: 2. Pa = 75& Pe ATER S.G. = 13.55 0.4 m FIND h IN METERS STAATS 0-l m WATER PIPE 0.2 m Par /0.3 la Hg…

A: Given- PA=75rpaSGhg=13.55ρhg=13.55×1000ρhg=13550PATM=101.3rpaγH20=9.8rNm3

Q: Q wader is pumped tom a line sond aquita seqion at a rake of the nequired yie ld. e c'e= 0.06…

A: Given data: Q = 12 lit/s = 12×10-3 m3/s C = 0.06 m3hr-m2-m S = 2 m

Q: Define Thomas (1968) method of calculation of consolidationsettlements ?

A: Thomas (1968) calculate the consolidation settlement using same expression as that of DeBeer and…

Q: 20 kN E F 1.5 m A D 15 kN 1.5 m 1.5 m 1.5 m

Q: 0-42. Determine the horizontal deflection at C. Use the method of virtual work. Assume the members…

A: CALCULATIONS of horizontal deflection at C using Unit load method## #

Q: Define how Anagnostopoulos eta!. (1991) suggested grouping settlement estimates ? Explain them ?

A: Anagnostopoulus et al (1991) suggested grouping settlement according to stiffness. It is based on…

Q: It'u segeliaenf to excakte a Canal of secangubw Secetuon ouf af i rock to bring 135m?Ls of water e…

Q: wharves along and parallel to the shore

A: Given Line: wharves along and parallel to the shore is known as Jetties.

Q: Tanuf catchment area approximated by a rectangle of size 100 KM (length) x 100 KM (width) contains 5…

A: Area Delineation and Location of Rain Gauge Stations:

Q: Explain the cone penetration test (CPT) for estimating settlement ?

A: Cone penetration test (CPT) is the most common test used in soil engineering practices. The CPT is…

Q: The following data are cross-section notes of the ground which will be excavated for a roadway…

Q: PUI 45+25 Elau. 675.42 9,:+3.25% PUC しこlao PUT - Ster ţ Elaw af Tuming Point Elew @ Ste ste 50-25 い…

Q: THE IN AREA (3,560 fx = | AC) AND V ACANT , A MAJOR STR£AM ABOVE NEw CITY TS 400 ACREr PASSES THE…

A: CE 321 introduces environmental topics to the students. it enhances the students environmental,…

Q: +dor h work space O 375.50 cyds 384.84 cyds How many cubic yards (cyds) of soil need to be removed…

Q: AHOLDERBACE DAM B. A BEDROCk

A: Given H= 5ft K = 42 ft/day Nf = 3 , Nd = 12 Note Due to the company rules i am able to answer…

Q: The area of section 1 is 120 square meters of fill and the area of section 2 is 160 square meters of…

A: Solution:- Volume of fill by, Average End Area method:

Q: Order the stages of settlement from the highest amount of settlement to the lowest amount of…

A: Given data,question given related to the geotechnical engineeringLet's discuss the correct order of…

Q: Howz what is rate seepafe under sheet pile loa

A: Seepage is nothing but the percolation of water into ground level.

Q: Explain the calculation of Estimation of Settlements from SPT ?

A: Standard Penetration Test (SPT) : This test can be conducted to determine : 1. Relative density or…

Q: Sta 23+00 22+00 21+00 20+50 L FX₁ 21.6 0 25.0 F 2.5 20.0 F 5.1 25.2 C 0 C 4.9 0 0 R C 5.8 X₂ C 9.0…

A: The given data is shown below: Base for cut=50 ftBase for fill=30 fts=2:1

Q: The given data of a proposed road is tabulated below. The free haul distance is 50m and the cost of…

A: The volume of the overhauled material is measured by multiplying the overhaul distance by the cubic…

Q: b. Volume of the Work Area Building Perimeter ii Centerline of Work Area: i Volume of Work Area…

A: To find the total volume of excavation.

Q: Define the D'Appolonia et al. (1968) settlement method ?

A: D'Appolonia et al (1968) settlement method : In an extensive study f the settlement performance of a…

Q: PROBUEM 3. 2.5 2.0 1.5 15 2.0 FIO: R, Location o R, Fめ、R, R, RA

Q: Explain the settlement method was proposed by Parry (1971) ? Explain the assumption on which this…

A: Parry (1971) : A method was proposed by parry (1971) which is similar in form to the method of…

Q: Calculate the Comect length of thehine im veachof thhe follouring Measure d Namina l Actual Lime…

A: For Line AB : We know that,Correct length = Nominal length of tapeActual length of tape×Measured…

Q: 2. dddd 20 ft 3 KLF Mmax= Ama max= (26100) thote 30 (sixam

Q: How to compute volume of eathworks? -How to compute volume of eathworks by pit method?

Q: Problem4: Areseruoir hauing adif ferent.Jength.of lift (45155.50)miles.a.s.streem.Line.and…

A: Given data, Lengths of reservoir L = 45, 55 and 50 miles Average width B = 1 mile = 5280 ft. Depth…

Q: Compute the immediate settlement 4H; using the Schmertmann formula using an average 4q value (qv1 =…

A: Given : qv1 = 233.3 kPa , qv2 = 163.3 kPa , qv3 = 77.0 kPa , qv4 = 44.0 kPa and qv5 = 28.0 Es at…

Q: fwiew D.E. 5) A bady feulls prom rest against a Pisistnice pe portio nal to Phe squure root iof the…

Q: On which assumptions Meyerhof (1956, 1965) settlement method was based ?

A: Answer IntroductionMeyerhoff gives the suggestion for the settlement method. Meyerhof states that…

Q: Hole covers must be marked. O True O False

A: True Hole covers must be marked

Q: sewaye 5 Preceutionis b be teolenwhit Callectig Semple

A: Precautions to be take while collecting sewage water samples. Various Precautions are discusses…

Q: Explain the differential settlement ?

A: differential settlement is:

Q: Bjælkens tværsnit har bøjningsstivhed EI = 2.10¹2 Nmm² og aksialstivhed EA = 500 -10° N.

Q: Given the following set of slope staking notes, find X2:

Q: Calculate Ve, Cp and Vp for the following notes. The base in fill is 20 ft and the base in cut is 30…

A: Data given Base width, cut = 30 ft Base width, fill = 20 ft Find: Ve, Cp, Vp

Q: The following data are cross-section notes of the ground which will be excavated for a roadway…

A: Given Data: It is asked to find area of excavation using end-area method.

Q: The free-haul distance in a highway construction contract is 150m and the overhaul price is $15/m3…

A: Given Distance between 9 and b point is let us take distace between 9 and b is…

Concept explainers

Team Management

To complete a specific task or to accomplish organizational goals along with increasing work productivity, individuals need to come together and think along a common path and direction. There are certain tasks in an organization that cannot be done alone and the involvement of more individuals is essential. These groups of individuals who work together for a common goal compose a team and the individual members involved are known as team members.

Question

=) Detenmine the total seHlemnt of tu followiny foundution
(Includb immedate or elantic settlement)
50 kips
GaoONd
sun face
Fill Y= 85 pcf
4x6 footing
FILL
silty clay E =Su
Y= 115 Pa e,=15
OCK 2
GwT
GWT Z
Ce
Ysat = 115 pep
Veystift
siity Clay
Ysat = 125 PCf e,=06
OCR = 14
101
C= 0135 Cr =
0.2
E = Soo psi
U= 0.35
BedRock

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

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

ne 5. What is the Elevation of BM₂ and TP₁? STA BM₁ BS 2.32 7 BM2 FS 1 2 3 4 TP. | 2.77 | 3.43 5 6 3.06 IFS 1.7 2.2 1.2 0.9 2.2 3.7 1.6 HI ELEV 328.70 Cub lings
None
Construction Surveying
The results of a CPT test performed for a commercial site are presented in the image (You already classified the soil layer in homework #2). The layer soil type is shown by the legend and corresponding numbers in the figure. A strip footing with a size of 3x30 is built on the surface of the mentioned strata. A 300 kN/m load is acting on the footing. Use Schmertmann's method to compute the settlement of this footing 1 year after construction and 30 years after construction. Please show your calculation for at least one layer if you want use excel software for this problem. For easier calculation use E₂ = 39c- • • Neglect the foundation weight. • Assume the layers are in dry condition. Use unit weight as table below. Layer No. 1 2 3 4 5 6 7 Unit weght kN/m3 17 17 19 18 18.5 18 18
List unon au vu.. disau.. c) Describe embankment geometry with figure.
Асcordingly, Aх %3D? О a) None. O B) 6 О С) 10.5 OD) 0 Tо) 4
Given the following requirements for a site project and calculate the freehaul volume? • The total haul distance is between station 9+63 and 15+21. Freehaul distance is between station 10+39 and 14+56 • Overhaul is approximately 642186 CY-ft.
Given the following set of slope staking notes, find X2: Basis for Cut Basis for Fill Cutslope O 28.8 O 22.2 25.4 32.4 Sta. 5100 5000 4900 None of these. 52 38 s=2:1 ft ft L CX1 33.4 F 7.3 33.6 F 8.6 36.2 C C 5.5 FO F 3.5 R C 3.2 X2 C 4.1 34.2 FO 19
GIYEN THE cross- SF Clc! of Fll ot XN EXPTHWOPKS ( Pase of fill is 18 m side slope 1:2:r) it 020 4.45 - 16.38 -811
Q12. After surveying a borrow pit, the surveyor produced the following pit grade below. What is the total volume (cubic yard)? The unit in the map is ft, the square is 20ft x 20ft. 5.0 4.9 20.0 4.2 3.9 5.4 13.3- -13.3 4.3 4.6 5.4 4.4 -20.0 6.1 5.4 5.8 4.9 4.7 4.8 5.1 4.6 3.9 -13.3- -26.7- 4.6 5.4 4.4 |3.9 5.5 5.1 4.9 4.2 4.2 3.9 4.4 4.7 -20.0 -20.0
Give an advantage and a disadvantage of withdrawing groundwater.
Sta. BS HI FS IFS Elev. BM 1 2.22 56.70 m 0+00 2.7 2+00 3.1 4+00 0.8 ТР 1 2.32 3.13 6+40 0.9 8+20 1.2 ТР 2 11+10 15+00 18+30 20+50 BM 2 2.77 2.16 1.7 2.8 3.0 2.3 1.35