Answered: V=400 kN M=40 kN.m Square footing $ =…

Engineering

Civil Engineering

V=400 kN M=40 kN.m Square footing $ = 28° Yat = 18.0 kN/m³ 1.5 m 0.5m 1.0 m

Fundamentals of Geotechnical Engineering (MindTap Course List)

5th Edition

ISBN:9781305635180

Author:Braja M. Das, Nagaratnam Sivakugan

Publisher:Braja M. Das, Nagaratnam Sivakugan

Chapter17: Settlement Of Shallow Foundations

Section: Chapter Questions

Problem 17.10P

See similar textbooks

Related questions

Q: Example The simply supported beam as shoun in Figure 4a is subjected to the concentroted force. Dete...

A: We will use moment area method to solve.

Q: A simple curve connects two tangents XY and YZ. The survey data are the following: Bearing of XY = N...

A: Bearing of tangent XY =N 85°30'EBearing of tangent YZ = S 68°30' EStation of Vertex =4+360.2Station ...

Q: A rectangle irrigational channel carries a discharge of 25.3 m3/s. Determine the dimensions of the c...

Q: A rectangular beam has b = 300 mm and d =490 mm. Concrete compressive strength is 27 MPa and steel y...

A: Given data: b= 300 mm d =490 mm Concrete compressive strength =27 MPa Yield strength =276 MPa.

Q: The correct length of a 100 m tape, weighing 24 N, when a pull of 200 N is applied at the ends freel...

A: The given question is related with surveying . In this question we are provided with value of length...

Q: Compound axial member ABC has a uniform diameter of d 2.6 in. Segment (1) is an aluminum [E1= 10,000...

A: Given data. diameter=2.6 in E1=10000 KsiE2= 17000 KsiL1=70 inL2=130 in we have to Determine the forc...

Q: (Situation 3) Determine the equivalent hydraulic conductivity of the soil strata given in the figure...

Q: A thin triangular plate PQR forms a right angle at point Q. During deformation, point Q moves to the...

A: Given:- Due to deformation, The movement of point Q to the left = u = 1.3 mm The movement of point ...

Q: From the following data, determine the following: • Network Diagram • the Early Start (ES) • the Ear...

A: Given,

Q: Calculate the magnitude of a uniformly distributed load (in addition to the beam's) which will cause...

A: Given : Width of web, Bw = 250 mm Width of bottom, Bb = 500 mm Width of flange, Bf = 750 mm Heigh...

Q: 10. Find the present worth of perpetuity of P6,000 annually with an interest rate of 10% annually, i...

Q: What modern tools are used to create route surveys? Site these tools/software and their specific adv...

A: Given data: 5 modern tools to create Route survey To Find: Modern tools name ,uses ,advantages and d...

Q: The sand has a void ratio of 0.52 and a specific gravity of2.64. The clay has a water content of 42%...

Q: What is the max shear stress on a shaft under a torque of T = 54.167 lb-ft having a diameter of 0.75...

A: To determine the maximum shear stress on shaft subjected to torque. Given, Torque (T) = 54.167 lb-...

Q: A square group of 25 piles extends between depths of 2 m and 12 m in a deposit of 20 m thick stiff c...

Q: Part A Consider lle team strean in Eisue 1!. El is oumelant Assure llal El ie ir kN- ni Lian Ira mam...

A: Given data:

Q: hi P' h2 10 m h3 Q1 15 m Q2 Q3 1 2 3 f 0.02 0.02 0.254 0.02 D 0.406 0.203 5000m 3000m 3500m Q Q2 748...

A: The datum head is given and the head loss (h) in pipes are given

Q: A reinforced concrete beam as shown in the figure below has a flange width of350mm, flange thickness...

A: Concrete Beam A concrete beam is a load-bearing unit that can be used to carry both Horizontal and v...

Q: 3.) Design the torsional reinforcement for the 350 mm width and 650 mm overall depth beam carrying a...

Q: A rectangular footing 2 m x 3 m carries a column load of 600 kN a at depth of 1 m. The footing rests...

Q: List the main advantages and limitations of a geotextile-encased, needle-punched GCL and a geomembra...

Q: 1. TRANSIT RULE. Given in the accompanying tabulation are the observed data for a traverse obtained ...

Q: 5. The lost ABCD is a closed traverse(clockwise) in the form of square. If the bearing of line AB is...

Q: The maximum shear force at a section is 78 kN. An ISWB of height 380 mm, breadth 200 mm, thickness o...

Q: • A bin holds three cylinders, each weighing 1200 N. The diameter of each cylinder is 600 mm. Assume...

Q: Two steel plates each of width 150 mm and thickness 10 mm are connected with three 20 mm diameter ri...

Q: A hollow aluminum rod has a max shear stress of 0.075 GPa. What is the maximum torque that can be ap...

Q: A cast-iron beam 12 m long is supported on top of two supports positioned at distances "a" and "b" f...

Q: Exercise Module 8a (to be submitted into the droppbox Module 8a before Sunday Feb. 20): Describe why...

A: Corrosion in Water Container : 1. In a water container, corrosion is due to an electrochemical react...

Q: 7) A rectangular channel is 10 ft wide and carries a flow of 450 cfs at ft. Manning's roughness is 0...

A: According to given data A rectangular channel is 10 ft wide and carries a flow of 450 cfs at a norm...

Q: with a wastewater flow of 0.011 m3/s and a BOD5 of 590 mg/L discharges into the Cattaraugus Creek (N...

Q: A prismatic continuous beam is shown. The flexural rigidity is 100 000 N. m². The problem maybe solv...

Q: : Two vertical steel rods support the rigid bar as shown. Initially, the rods are stress-free. Given...

A: here two vertical steel rods supports a rigid bar as shown in figure. the rigid bar has a over-hangi...

Q: gate is 4 kN and the force exerted by the stopper on the gate is measured to

A: (1) first we will draw pressure diagram (2) now we will draw FBD for rectangular ga...

Q: he pedestal supports a load P at its center. If the material has a mass density p determine the rad...

A: Pedestal supports load P as its center, material has mass density (ρ) It has been asked in the que...

Q: An engineer is tasked to measure a whole line multiple time. Since the length of the line is signifi...

A: mpv is most probable value

Q: An I-section bracket is connected to the column as shown. The size of weld is 6 mm on web and 10 mm ...

Q: Discuss Presumptive Allowable Bearing Pressures

A: Presumptive allowable bearing capacity is the allowable bearing capacity of soil which can be used f...

Q: Adhesion water is held very tightly to soil particles by adhesive forces and therefore has a low ene...

Q: An ascending grade of 4.9% intersects another grade at STA 12+598 whose elevation is 500m. The chang...

Q: Determine the theoretical nominal moment capacity of the beam shown if fy = 420 MPa and fc' = 28 MPa...

Q: 2. As shown in the figure, a round viewing window with a diameter of 0.90m in a large tank of seawat...

Q: As the energy of adsorption of a water molecule decreases, the ease with which water can move in the...

A: Soil- It is a mixture of organic and inorganic components, minerals, air, water, etc. It is formed b...

Q: From the data of grain size analysis; determine the following: a) coefficient of uniformity. b) Cl...

A: To calculate the coefficient of uniformity we need to plot particle distribution curve Keeping grain...

Q: Which of the following most nearly gives the factor of safety against overturning?

A: Given: Unit weight of fill = 100 pcf Active soil pressure = 30 psf Passive soil pressure = 300 psf...

Q: The seepage occurring through an earthen dam is represented by a flow net comprising of 10 equipoten...

Q: Kindly solve for ALL the reaction in the figure.

Q: Diagram of the problem, necessary formulas, clearance and numerical solution What cross section mus...

Q: 4. For a confined well with 1000gpd withdrawal the draw dawn from several observation well are given...

A: Given data : confined well = 1000gpd Confined well : A well completed in a confined aquifer is refer...

Q: Which of the following options are correct for the section shown in figure? 40 mm 100 mm 100 mm Elas...

A: Given data, To find the (a)elastic section modulus (b)Shape factor

Question

100%

Question:-

1. If the foundation system is given a vertical load of 400 kN and a moment of 40 kN m. calculate the safety factor for the foundation system. (Hint: calculate load distribution at the base of the foundation) and If the required design criteria is SF 3.0, does the foundation system still meet the requirements? If not, what is your suggestion to meet the design criteria?

V=400 kN
M=40 kN.m
Square footing
$ = 28°
Yt = 18.0 kN/m³
1.5 m
0.5m
1.0 m

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

VIEW

Step 2

VIEW

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

A square footing which carries an axial load of 13000 kg has its bottom resting on a ground water table at a depth of 2.5 m from the ground surface. Nc = 35, Nq = 22, Nγ = 19. Take PDRY = 1910 kg/m3 and PSAT = 1600 kg/m3, c = 1800 kg/m2. Compute the net soil pressure.
A circular footing with a 1.52 m diameter is to be constructed 1.22 m below the groundsurface. Subsoil consists of a uniform deposit of dense soil having angle friction of 250 andcohesion c = 4.8 kN/m2 . Compute for the total allowable load the footing can carry, using a factor of safety of 3.0, ∂ = 20.12 kN/m3
Q/ for the circular footing 5m diameter . find the thickness of footing if (factor of safety = 3) . salty sand . Ƴsaturated = 19 kN/m3 C = 10 kN/m2 ƴd = 15 kN/m3
Refer to Figure. Given that B = 1 m, L = 3 m, and Q = 250 kN. Find the settlement in the ground due to overload by the footing
For the rectangular footing (3 m x 4 m); if e = 0.5 m and q max = 200 KN/m?. Determine whether the design is good or not?
23.9. A square footing 2.5 m size is founded at a depth of 1.5 m in a sandy soil deposit which has the corrected N value of 30. The water table is at a depth of 2 m from the ground surface. Find the net allowable soil pressure if (a) the desired factor of safety is 3.0. (b) the permissible settlement is 40 mm. Use Teng's equations. [Ans. 605 kN/m, 456.5 KN/m^2]
A square footing is subjected to an inclined load as shown in the figure below. If the size of the footing ,B=2.25 m , determine the gross allowable inclined load , Q, that the footing can carry. Given:  = 120 andF.S = 3.5.
In footing design, what will happen if P/A exceeds M/S?
Determine the ultimate bearing capacity of a 1.3 m wide strip footing foundedat a depth of 1m below the ground surface. Soil parameters are φ′ = 36° c′ =10 kPa, and γ = 18 kN/m 3.
A rectangular footing (base = 5.16 m., length = 1.77 m.) has its bottom 3.59 m. below the ground surface. Unit weight of soil is 18.81 kn/m3, unconfined compressive strength = 177 kPa. Use angle of internal friction = 10° (Nc = 9.8, Nq = 5.4, = 2.3).
A square footing which carries an axial load of 132530 kg has its bottom resting on a ground water table at a depth of 2.5 m from the ground surface. Nc = 35, Nq = 22, Nγ = 19. Take PDRY = 1846 kg/m3 and PSAT = 1965 kg/m3, C = 1605 kg/m2. (Nc = 35, Nq = 22, Nγ = 19). Compute the required width of the footing using a factor of safety of 3.
A square footing of size 13 x 13 ft founded on the surface carries a distributed load of 2089 lb/ft 2 . Determine the increase in pressure at a depth of 10 ft by the 2:1 method