=) 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: A 4.0 m bar weighing 100 N ia resting on a smooth floor and against a smooth wall at points as shown...

Q: A truck with axle loads shown rolls across a 10-m span. What is the maximum bending moment and maxim...

A: For the given rolling loads across a 10m span, the maximum shear and bending moment have to be compu...

Q: Determine the reaction at point A and the tension in cord AB. (Partial ans. TAB = 7000 lb)

A: it is given that ;

Q: 2: Determine the area required for a new landfill site with a projected life of 20 years for a popul...

Q: your ID No., kN/m) uniformly distributed load will be applied in the entire beam span and another 15...

A: Cross section of beam is as shown below

Q: 4. Determine the total resistance and the total current. 30n 202 1oov

A: The answer is found to be a. Total resistance R=63.26 ohm b. Total current i=1.58 A For explanation ...

Q: Beam is loaded with uniform dead load of 5KN/m, Uniform live load of 15 KN/m & a series of moving co...

Q: The treated waste water is being discharged into a river that has a temperature of 15°C. The BOD rat...

Q: Considering the effects of the prestressing forces (assume no loss) and the working loads (include t...

Q: Situation. A simply supported one way RC slab has a 3 m span. It carries a serv

Q: For a minor principle stress of 50 kPa, what is the maximum value possible for the major principal s...

A: Given Data -

Q: A rectangular reinforced concrete beam has a length of 14 m is simply supported at both ends. The wi...

A: Note : refer the figure to understand easily

Q: solve the following using slope deflection method:

Q: Six vehicles were observed passing a point for every 25 sec. the density of traffic is 30 veh/km. Fi...

Q: f’c = 28 fy = 415 Mpa ex= 320mm a. Calculate depth of neutral axis b. Calculate the stress in extrem...

A: The neutral axis is an axis in the cross-section of a beam (a member resisting bending) or shaft alo...

Q: Determine the maximum shearing stress on the beam in MPa.

Q: The continuous beam shown in the figure is fixed at both ends A and D, and supported by rollers at B...

Q: An overhang beam is loaded as shown below. The beam cross-section was built by attaching two (2) cha...

A: Answer Based on the given data for the built up cross section we can draw the cross section as shown...

Q: find the maximum shear

A: Solution: Given data: Dia = 2 in Angle of twist = 8 deg W know that maximum shear stress formula Tma...

Q: The continuous beam shown in the figure is fixed at both ends A and D, and supported by rollers at B...

Q: I I 21 3m 5m 3.6m Use E = 200 GPa actor of joint A on member AB, DFAB [ Select ] Factor of joint B o...

A: As there are multiple questions posted,according to the guidelines, only the first three are being a...

Q: Stress Analysis of Trusses 1. Determine the forces BG, DF & BC of the truss using method of joints. ...

Q: EA Problem 2: In the following structure determine the internal force in spring. Assume K = 4L E E A...

A: Given data -

Q: Draw the shear and moment diagrams for the beam.

Q: What is the relevance of the ff equations: (1) Hagen-Poiseuille equation; (2) Darcy-Weisbach equatio...

A: (1) Hagen-Poiseuille equation The Hagen–Poiseuille equation may be used to calculate vascular resist...

Q: Situation 1| An overhang beam is loaded as shown below. The beam cross-section was built by attachin...

A: As per bartleby's guidelines we are supposed to answer only first three questions. Kindly repost oth...

Q: A reinforced concrete spiral column having a diameter of 500 mm carries an ultimate load of 5000 kN....

Q: The common tangent BC of a reversed curve with a common radius is 280.5 and has azimuth of 312deg 29...

Q: DETERMINE THE VERTICAL DISPLACEMENT OF JOINT C OF THE TRUSS. EACH MEMBER HAS A CROSS-SECTIONAL AREA ...

Q: A forward tangent of +6% was designed to intersect a back tangent of -3% at a proposed underpass alo...

A: We have to determine the value of Vertical Clearance on the center, left side, and right side of the...

Q: A sample of soil has a volume of 1 liter and a weight of 17.5 N. The specific gravity of the solid i...

A: Given data, Volume = 1 l Weight = 17.5 N γ=17.51=17.5 kN/m3 Specific gravity G = 2.68 γd = 14.8 kN/m...

Q: An overhang beam is loaded as shown below. The beam cross-section was built by attaching two (2) cha...

Q: Given data : Member=16 Joint%3D8 Reaction=3 Is truss stable

A: Given data : Number of member=m Number of Joint=J Number of support reaction=R To check : Truss is...

Q: 18m 9m 750m B VP 166N Compute for P If CABLE BC is Horizon tal

Q: ne the forces DF, DE & CE of the tru B 5 m

Q: At a conference, after everyone had shaken hands with everyone else, it was found that 45 hand shake...

A: Given, At a conference, after everyone had shaken hands with everyone. Then 45 handshakes were excha...

Q: 20 kN 24 kN/m 16 kN/m C 5 m 31 A 3.0 m 3.0 m 1. The value that most nearly gives the absolute value ...

Q: 18m A 9m 7.50m B VP 166N Compute for P If CABLE BC is Horizon tal 6m

A: Compute for P If CABLE BC is Horizontal

Q: n, do the 1. Determine the values of shear at every change of load points by the Are Method and mark...

A: As there are multiple questions posted, according to the guidelines, only the first three are being ...

Q: This is also known as beam stiffness. Group of answer choices a) Relative stiffness b) Rotational st...

A: This is also known as beam stiffness. Group of answer choices a) Relative stiffness b) Rotational...

Q: Situation 11 An overhang beam is loaded as shown below. The beam cross-section was built by attachin...

Q: For a roof truss system of an industrial building, following data is given Span of truss = 6.0 m Spa...

Q: What is the slope in a fixed support with a settlement of 1 mm? O 0.5 O undefined O 1 How many slope...

A: ASKED: What is the slope in a fixed support with a settlement of 1 mm. A fixed support is a type o...

Q: A soil sample has bulk unit weight of 19 kN/m³ and a water content of 7%. Determine the amount of wa...

Q: Determine the forces FE, FB & AB of the truss using method of sections. 3m -2m 2m- 5 kN 55 kN 5kN

Q: Using the method of sections, determine the forces in the indicated members of the following trusses...

A: T represent Tension C represent Compression

Q: A copper bar (d= 20 mm, E= 120 GPa) is loaded by a compressive load of 15 kN. The maximum shear stre...

Q: 1. The section of a concrete dam is shown in the figure. Concrete weighs 23.5 kN per cubic meter and...

Q: A rectangul3 the water. The gate is 4 feet in length and 5 feet wide. Answer the following questions...

A: Given data - To find-

Q: Determine the design moment strength, Mu, of the section shown below. Is this design acceptable? Use...

A: We have to determine the value of design moment strength Mu of the section shown in above diagram. I...

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

here tpls asnwer
Whathorsepowermustbesuppliedtopump2.5cfsofwaterfromthelowertotheupperreservoir? Assume that the headloss can be calculated from the formula hL = 0.015(L/D)(V 2/2g).
SHOW COMPLETE SOLUTIONS PLS VALUE: Y = 25
THEORY OF STRUCTURESa) 2.424b) 5.545c) 0.348d) 0.445PLS PROVIDE COMPLETE SOLUTION NEED ASAP THANKS
Is this way simplier to got AY, BY, AX,BX find out? Can u simplier that equations, i don't got 1.88kN and 0.38 kN. I only got 1.77 and 2 kN Thanks
ȳ in mm = ? I'll rate!!
need asap plss huhu
Civil, Rquired an right answer In a furrow irrigation system, the length of the furrow is 200 metres, the advance time is 240 minutes, and the advance equation is x = p * t_r r, where "p" and "r" are 8 and 0.7, respectively. The separations of the chosen stations from the furrow's starting are 40, 80, 120, 160, and 200 metres. (Using t as the minute and Z as the millimetre) Z = 5t 0.56 is the integrated infiltration equation. Establish the possibility for infiltration and the depth of water in the soil at each station. Determine deep percolation and runoff if the width of the furrow is 0.8 metres, the input discharge into the furrow is 1.5 litres per second, and the root depth is 90 millimetres.
Kindly answer this, this is in the surveying subject. Thankyou in advance have a nice day! (your explantion) -How to compute volume of eathworks? -How to compute volume of eathworks by pit method?
Slove this problem by methods of least work .. Where R=99
Given:At sta 14 + 200X/-1.84 0/-1.22 X/-0.42At sta 14 + 300X/1.098 0/+3.05 X/+0.5Base for cut = 9m sideslopes = 1:1Base for fill = 8m sideslopes = 1.5:11. Compute the area of sta 14 + 2002. Compute the area of sta 14 + 3003. Determine the difference in volume of cut and fill using end area method.
Calculate the following forces: CD BD AD