The space between two smooth walls is filled with loose sand of y = 1.80 ton/m3, The walls have a height of 4.5 m and a distance between them of 15 m. The surface of the filling serves to deposit steel ingots that transmit an overload of 1500 Kg/m2. Calculate the total thrust in magnitude and position before and after placing the surcharge, using Rankine. Y = 1.80 ton/m3 q=1.5 ton/m2 Ka = 0.5 15 m H = 4.5 m

The space between two smooth walls is filled with loose sand of y = 1.80 ton/m3, The walls have a height of 4.5 m and a distance between them of 15 m. The surface of the filling serves to deposit steel ingots that transmit an overload of 1500 Kg/m2. Calculate the total thrust in magnitude and position before and after placing the surcharge, using Rankine. Y = 1.80 ton/m3 q=1.5 ton/m2 Ka = 0.5 15 m H = 4.5 m

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

Urgent solution please
GEO NO. 3 SOLVE AND SHOW THE COMPLETE SOLUTION.
Q5: For the gravity dam shown in the figure, the following data are available: - Unit weight of concrete (ycone)=2.4 ton/m - Vertical upward earthquake factor (Kv) = 0.1 - Neglect Wave pressure, Silt pressure, and Ice force. - Use u=0.7 10m 6m What will be the value of the heel and toe stresses 82m 80m (Pmin & Pmax)?
The plan of a flexible circular loaded area is shown. The uniformly distributed load on the flexible area, q, is (100 + last 2 digits of your ID number) kN/m². Determine the increase in the vertical stress, depth of z = 4 +0.01(last 2 digits of your ID number) m below. - 4m A Plan A
Find the maximum permissible height of water in the tank shown in Figure (1). Given that: Tank diameter = 10 m, Tank weight = 900 kN Foundation dimensions: 11 m x 11m x 1m Minimum safety factor against soil shear failure = 3. c = 30 kPa 1 p= 0, y = 19 kN/m² Figure 1 W.T.
Y=15kN/m³ 몰 Y = 12.5 kN/m³ 0 p = 150 kPa e.= 0.95 C₁ = 0.62 Cv=0.135 Y=27.5 kN/m³ sand 9m Clay Bedrock 25,000 KN ↑ 3m 18m ↑ 5m ↓ A) What is the induced stress so (in kPa) at the midpoint of the clay layer from the point load? B) What is the change of void ratio, se, in the clay layer because of the point load. c) Calculate the settlement (in the nearest cm) at the clay layer because of the point load. Use the one layer approach. D) while the one-layer approach is not accurate to represent the distributed stress from the point load, how many layers would be proper?
Pointloads of A= 600 KN, B= 750 KN, and C= 1000KN, determine the increasein vertical stress ,A62= at point D with a vertical depth of 5.00 meters. u = 0.35 10 m A 8 m 6 m
A 120 cm diameter pipeline conveys oil (s=0.80) under a head of 150 m from the mainland to a nearby island, crossing a river (s=1.03) to a maximum depth of 6 m. If the pipe thickness is 8 mm, determine the stress in the pipewall in kPa. a.87,354.00 b.67,568.65 c.83,742,50 d.78,567.68
a. The following are the results of a consolidation test. Pressure o' (kN/m²) 480.. e 1.21 1.195 1.15 1.06 0.98 0.925 25 50 100 200 400 500 1. Plot the e-log o' curve. (use a French curve to construct) 2. Using Casagrande's graphical method, determine the preconsolidation pressure. 3. Calculate the compression index, Cc, from the laboratory e-log o' curve.
Example 8.2 Refer to the e log o' curve shown in Figure 8.12. a. Determine the preconsolidation pressure, o. b Find the compression index, Ce 1.0 0.9- 0.8 0.7 0.6 03 10 Effective pressure, o (ton/t) (log scale) Figure 8.12