A concentrated load of 1500 KN is applied at the ground surface at point A whose coordina (0,0,0). a. Determine the vertical stress, in KN at a point 2.5 m directly below A. b. Determine the vertical stress, in KN at a point whose coordinate is (1.5, 0, 2.5). Determine the vertical stress in KN at a noint whose coordinate is (15 2 2 5)

A concentrated load of 1500 KN is applied at the ground surface at point A whose coordina (0,0,0). a. Determine the vertical stress, in KN at a point 2.5 m directly below A. b. Determine the vertical stress, in KN at a point whose coordinate is (1.5, 0, 2.5). Determine the vertical stress in KN at a noint whose coordinate is (15 2 2 5)

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: Determine the maximum tensile stress in the beam. A.1.63 MPa B.2.80 MPa C.0.70 MPa D.1.20 MPa…

A: To determine : maximum tensile stress in the beam. maximum Compressive stress in the beam. maximum…

Q: The vertical compressive stress at a point in a soil is 100 kN/m² while the horizontal compressive…

A: Vertical Stress at point - 100 kN/m2 Horizontal stress at point - 62 kN/m2 To find-

Q: Find the stress resultants N, V and M, draw the diagrams of the stress resultants (N,V,M)

A: Stress ResultantsN= -7 kN (Compression)V= 18 kNMmax= 54 kN-m As seen on the diagram at explanation…

Q: (9) Repeat question (6) but with an alternating torsional stress of 207 MPa. (Ans./ n, = 1.15, n, =…

A: calculate the Von Mises stress at the alternating range σ'a σ'a =σ2a+3ra212 here , σa is…

Q: 4- A strip load of q= 100 lb/ft² is applied over a width, B=10 ft. Determine the increase in…

A: This question is related to the Soil Mechanics.

Q: If the beam is subjected to a shear force of V=40kN, a. Compute the maximum shear stress b.…

A: the direct shear stress is the maximum value of the stress which can be sheared by the material .…

Q: A 3 m B W 50 mm 3 m- 100 mm - Change the height of the cross section from 100 mm to 68.70 mm the…

A: Height of cross section = (5068.7) mmFind:(a) Maximum shear stress in the beam(b) Maximum bending…

Q: 1. The active lateral stress ratio is a. always larger than always smaller than b. c. always equal…

Q: A thin walled tube of thickness (t) 5mm and diameter (d) 200mm with closed ends is subjected to an…

A: We knowσa=Pd4t and σC=Pd2tτ=T2πr2tso,Axial stress :σx=Pd4t=72004×5Mpa=70MpaCircumferential Stress…

Q: Part AB of the bar has a circular cross section with 15-mm radius, and part BC has a circular cross…

A: Objective: To determine the normal stress on perpendicular planes to the bar's axis in part AB and…

Q: Problem A solid circular shaft of diameter 120 mm has a collar of 20 mm thickness as shown in Fig.…

A: First we summarise the given data : Diameter of solid circular shaft = 120 mm Thickness of collar =…

Concept explainers

Methods to Determine Vertical Stress

The load applied to the soil is transferred to the underground. The presence of water at soil pores and solid grains above the soil are the primary components that are responsible for the effective load transfer. Due to the load acting, the internal component of the soil or the underground formations undergoes deformations or a tectonic shift. The amount of deformation depends upon the amount of load acting on the soil surface, which indeed, depends on the weight of everything present above the soil. Due to this, the underground soil element develops internal stresses which try to resist the tectonic changes.

Question

6. A concentrated load of 1500 KN is applied at the ground surface at point A whose coordinate is
(0,0,0).
a. Determine the vertical stress, in KN at a point 2.5 m directly below A.
b. Determine the vertical stress, in KN at a point whose coordinate is (1.5, 0, 2.5).
C.
Determine the vertical stress, in KN at a point whose coordinate is (1.5, 2, 2.5).

Expert Solution

This question has been solved!

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

This is a popular solution!

SEE SOLUTION Check out a sample Q&A here

Step 1

VIEW

Step 2

VIEW

Trending now

This is a popular solution!

Step by step

Solved in 2 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

3- Due to application of line loads q1 and q2, the vertical stress increase at point A is 42 lb/ft?. Determine the magnitude of q2 q.=292 Ib/ft 92 45° 4.5 ft 3 ft 3 ft A
For given cross section with moment have 16 KN-m, kindly calculate the following ÷ a) normal stress at B b) normal stress at D
1. At a point , the major principal stress 66 KPa (c) and the minor principal stress is 34 KPa (T). a) Use Mohr's circle to determine shear and normal stress acting 45 degrees counterclockwise (CCW) from major principal plane, b) Determine the stress combination 75 degrees CCW from major principal plane. 2. The normal and shear stresses on a plane are 120 psi (C) and 25 psi respectively. On an orthogonal plane, the respective stresses are 40 psi (C) and 25 psi. Draw Mohr's circle and determine the angle between minor principal plane makes with the 120 psi stresses. 3. For a normally consolidated clay, the following were recorded; confining pressure= 03 = 140KPA and Aod = 264 KPa. Find ø. 4. For a normally consolidated clay, Ø=26 degrees in the C-D test. The soil fails at deviator stress of 23 psi. What is the chamber pressure.
The beam is subjected to the load at its end. Take P=4.2 kN and V = 2 kN. (Figure 1) Figure 1 of 1 30 mm VV 60 mm 2m B The beam is subjected to the load at its end. Take P = 4.2 kN and V = 2 kN .Determine the maximum principal stress at point B.
Two columns A and B are situated 6 m apart. column A transfer a load of 500 KN and colum B, a load of 250 KN. Determine the resultant vertical stress on a horizontal plane 20 m below and ground surface at point vertical below the points B.
Determine the normal stress at segment CD. The cross-sectional area of bar ABCD is 600 mm^2.
A concentrated load of 2200 kN is applied to the ground surface. Detemine the vertical stress increment due to this load at a point 6 m. below the ground surface and 4.8 m horizontally from the line of the concentrated load. Use Westergaard equation. #32 P=2200 kN z=6m A r-4.8m