compute Coulomb's active lateral earth thrust against the wall face AB and the point of application of the resultant force. H (m) 44 Wall Friction Angle, 8 (degree) 20 17 a 0 (degree) (degree) 0 0 0 0 Backfill Soil Property p с (degree) (kPa) 40 34 7 (kN/m³) 19.2 18.5 0 0 B Sandy backfill with unit. weight y and angle of internal friction

compute Coulomb's active lateral earth thrust against the wall face AB and the point of application of the resultant force. H (m) 44 Wall Friction Angle, 8 (degree) 20 17 a 0 (degree) (degree) 0 0 0 0 Backfill Soil Property p с (degree) (kPa) 40 34 7 (kN/m³) 19.2 18.5 0 0 B Sandy backfill with unit. weight y and angle of internal friction

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

K1
Answer with FOUR decimal places
6.2 Three footings are placed at locations forming an equilateral triangle of 13 ft sides. Each of the footings carries a vertical load of 112.4 kips. Estimate the vertical pressures by means of the Boussinesq equation at a depth of 9 ft at the following locations : (i) Vertically below the centers of the footings. (ii) Below the center of the triangle.
P-3 Refer to Figure, for which L, = 2.4 m, L2 = 4.6 m, y = 15.7 kN/m³, Ysat = 17.3 kN/m³, and o'=30°, and c= 35 kN/m². Assuming Sand c' = 0 C = Water table free earth support method: a. What is the theoretical depth of embedment, D? Sand Ysat c' = 0 b. What length of sheet piles is needed? c. Determine the theoretical maximum moment in the sheet pile. d. Choose a sheet pile, from next page, if the the steel pile has a oall = 172 MN/m². %3D Clay D C b'= 0
I need the answer as soon as possible
Show complete solution (need ASAP): ?? = 0.3 ?/??? (horizontal direction) ?? = 0.4 ?/??? (vertical direction) a. Compute the uplift pressure at "d" in kPa. b. Compute the uplift force per unit length along the axis of the weir in kN/m. c. Compute the seepage through the foundation in cu.m/day 12m 2m T W.S. 3m 3m -3 TR Impermeable layer W.S.
16. The side slope of the section is 2.5:1. Determine the value of x. 25 a) 7.5 m c) 10 m 17. Determine y in item 16. a) 7.5 m c) 10 m 18. The borrow pit divided into grids is to be excavated into depths indicated as a source for embankment materials. Determine the volume of b) 13.5 m d) 12 m b) 13.5 m d) 12 m materials to be excavated. A(24.8) B(22.3) C/20 2) 20 20 20 D(21.5) E(19.3) F(21.9) 20 3) G(19 2) H(16.3) I(17.9) GRID SHOWNG THE HEIGHTS OF EXCAVATION a) 487300 m c) 320330 m b) 33230 m d) 32330 m?
Please solve with full solutions and diagrams as needed please. assume X=8
Foundation Engineering
Fi failu as with a factor of safety of 3. Then, UVS To the grouna c) Comment on any differences for the computed allowable loads. G.S. Ys= 17 kN/m³ O = 32° C=13 kPa Dry soil %3D 1.25 m 1.5 1.0 m x 1.0 m W.T. Ysat.= 18 kN/m³ (þ = 30° Saturated soil C=12 kPa
Please show all steps and use Terzaghi equation needed
Check external stability of the shown retaining wall. 0.3m + + %3D Conenete Y= 18 h 4= 37° use 5. BM Pan kine actire no soil in frant of tu Wall to.6 + o.8M + 1.2m + Tau = = 230 kwla o.6