1/ Find out the maximum load ( In kN/m*)which can be applied on the strip footing shown in the figure below regarding both of the following conations: 1. The maximum contact pressure (qmax) is P where P is the applied concentrated load 2. The load does not exceed the allowable bearing capacity 0.75 m

1/ Find out the maximum load ( In kN/m*)which can be applied on the strip footing shown in the figure below regarding both of the following conations: 1. The maximum contact pressure (qmax) is P where P is the applied concentrated load 2. The load does not exceed the allowable bearing capacity 0.75 m

Fundamentals of Geotechnical Engineering (MindTap Course List)

5th Edition

ISBN:9781305635180

Author:Braja M. Das, Nagaratnam Sivakugan

Publisher:Braja M. Das, Nagaratnam Sivakugan

Chapter8: Stresses In A Soil Mass

Section: Chapter Questions

Problem 8.22P: A flexible circular footing of radius R carries a uniform pressure q. Find the depth (in terms of R)...

See similar textbooks

Related questions

Q: 15. The pressure gauges 1, 2 and 3 are installed on the system as shown. If the readings of the…

Q: 09/ bounded triangle slab region shown in Figure, if we suppose the deflection equation of the slab…

Q: The strength of concrete depends on 1. Type of mortar 2. Proportion between coarse and fine…

A: The strength of concrete depends : Type of cement Concrete mix proportion Temperature of curing…

Q: 5. What happens to the depth of flow when there is an obstruction in the path? a) Remains the same…

A: To find : Effect on depth of flow when there is interaction.

Q: If the radius of curvature on a rcnd is 600 in and the allowable speed is 75 kmph, then what will be…

A: Given data : Allowable speed (V)=75 kmphRadius (R)=600 m

Q: Design a transition curve. Given speed 76.1134 Km/h, a=0.3 m/s', A=21.5°, &s=4 and Sta P.I.…

A: Transition Curves: ProgProgress bend guarantees a smooth change from straight street to roundabout…

Q: The 50-lbrectangular access door is held in the 90° open position by the single prop CD. Determine…

A: Given:- The weight of the rectangular access door = 50 lb The angle made by the door = 90° The door…

Q: 8. What is the relation between kinetic energy and momentum? a) p=m/v b) p=mva c) p=mv d) p=m

Q: -a) Soil sampling, and testing. may be thought of as consisting of three steps-boring, a- imputation…

Q: 10. The nature of streamlines in a flow net obtained by the combination of source and sink is- a)…

Q: 1. What is energy per unit head of water called as a) Total energy b) Specific energy c) Velocity…

A: Energy per unit head of water

Q: Determine the reactions at A for the cantilever beam subjected to the distributed and concentrated…

Q: 7. All the parameters in a similitude are described using.

A: To find : Parameters in similitude are described using

Q: For the shown beam; 1. Draw the Influence lines of the reactions at supports. 0.5m 2. Draw Influence…

A: As per company's policies We are supposed to answer only first question Kindly post other questions…

Q: Calculate the maximum depth at which the depth of a circular tunnel can be dug in a k with the…

A: Stress concentration: A stress concentration is a part of an object where the stress is much higher…

Q: * A small catchment of area 150 ha received a rainfall of 10.5 cm in 90 minutes_due to a storm. At…

Q: Creep is the gradual increase of (a) plastic strain with time at constant load (b) elastic strain…

A: Creep is a progressive deformation under a constant load which is applied over a time . It is a…

Q: In the figure below, the wood pole is supported by cables of 0.32-in diameter. The turnbuckles in…

Q: 10. Which of the following is true? a) the slope of EGL will always be greater than that of the axis…

A: Brief concept- EGL- EGL stands for energy grade line (EGL). It represents the variation of the total…

Q: 1 atm B P2.14 The symmetric vee-shaped tube in Fig, P2.14 contains static water and air at 20°C.…

Q: For the open tank, with piezometer attached on the side, contains three immiscible liquids as shown.…

Q: 6. Cartography symbols depend on a) map scale & map purpose b) represented area e) size of paper 7.…

A: As per company's policies We are supposed to answer only first three questions Kindly post other…

Q: Using the method of sections, determine the forces in the following members of the truss in Figure…

Q: The liquid limit and plastic limit of a soil are 60% and 30% respectively. If the natural water…

Concept explainers

Asphalt Binders and Mixtures

Asphalt binders are subsidiary products procured during the refining process of petroleum while manufacturing gasoline, diesel, and similar petroleum products. Asphalt binders are obtained from the residue that remains after the distillation of petroleum, this residue is further subjected to steam distillation and oxidation to remove the traces of gas oil present in the residue. Certain additives or modifiers are also added to asphalt binders to alter them to suit different applications.

Question

I need the answer as soon as possible

Q1/ Find out the maximum load ( in kN/m)which can be applied on the strip footing
shown in the figure below regarding both of the following conations:
1. The maximum contact pressure (qmax) isP where P is the applied
concentrated load
2. The load does not exceed the allowable bearing capacity
0.75 m
-3.0m
T=18 kN/m
C=10 kN/m?
=20°

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

I need the answer as soon as possible
Calculate the maximum factored load in kips that the square footing with B=6 ft can withstand under strength limit state and extreme event limit state?
A square footing 2.5m x 2.5 m supports a square column 300mm x 300mm at its center. Concrete cover to bar centroid = 100mm. Ultimate load combination is 1.2DL + 1.6L. Column loads aee service conditions:DL = 680 kN LL = 400kNf'c = 20.7 Mpa fy = 275 MPa Calculate the nominal punching-shear stress acting at the critical section of the footing slab if the thickness of the slab is 450 mm. (Correct Answer 1.99)
A square footing 2.5m x 2.5 m supports a square column 300mm x 300mm at its center. Concrete cover to bar centroid = 100mm. Ultimate load combination is 1.2DL + 1.6L. Column loads aee service conditions: DL= 680 KN LL = 400KN f'c = 20.7 Mpa fy = 275 MPa Calculate the nominal punching-shear stress acting at the critical section of the footing slab if the thickness of the slab is 450 mm.
A square footing with 1.5m x 1.5m in dimentions, if the the friction angle of the supporting soil is 25, and its unit weight is 17.5 kN/m3; the value of the third term of ultimate bearing capacity (according to general shear failure equations) is: a. 117 kN O b. 88 kN/m2 O c. 117 kN/m2 d. 88 kN
Solve a, b, c.
Q4: Use the rectangular loaded area to calculate the increase in vertical stresses at points (A) and (B) due to the loaded area of footing. Choose figure (1) or (2). Top view Top view it. awT CLAY 1 CLAY 1 CLAY 2 10m x 10m 150² INCOMPRESSIBLE Figure (1) B G.W.T ME CLAY 1 CLAY 1 CLAY 2 YA 10mX10m 7-15076 INCOMPRESSIBLE Figure (2)
pls ans quickly
Please correct solution
For the loaded area shown below, determine the increase in vertical stress (4p) at 5 ft below points B and C at the depth of the pipe, which is z = 5 feet below the footing, and 3 feet a way from its edge. The footing has a UDL , q = 1800 lb/ft2. 1,800 B. A 5t 4ft 5t 2 B 10 t 3 ft 10 ft 3 ft PLAN VIEW SECTION
Q4: Use the rectangular loaded area to calculate the increase in vertical stresses at points (A) and (B) due to the loaded area of footing. Choose figure (1) or (2). Top view Top view B 10 m X 10 m 9-150 KNM² 10 m X 10 m 9-150 KN ² B wwwwww.atm INCOMPRESSIBLE Figure (2) CLAY 1 CLAY 1 CLAY 2 A 1-2m-² 777777777 INCOMPRESSIBLE Figure (1) WAR B B *20 G.W.T 77777 777 CLAY 1 CLAY 1 CLAY 2 S G.W.T
help please complete solution and fbd 3decimal places.