3- Using the Grid method, determine the cuts and fill for the project shown in the figure. The grids are (25 X 18 ft). Express your cuts in bank cubic yards (By") and your fills in compacted cubic yards (Cy). And the shrinkage factor is 0.8. 1 2 3 5 42 5.1 3.6 5.9 3.0 New Bev. Required depth of Cut B 531 651 562 Existing Blev, Required depth of Fill 5.7 6.12.2 55.6 D 562 563 4.5 5.6

3- Using the Grid method, determine the cuts and fill for the project shown in the figure. The grids are (25 X 18 ft). Express your cuts in bank cubic yards (By") and your fills in compacted cubic yards (Cy). And the shrinkage factor is 0.8. 1 2 3 5 42 5.1 3.6 5.9 3.0 New Bev. Required depth of Cut B 531 651 562 Existing Blev, Required depth of Fill 5.7 6.12.2 55.6 D 562 563 4.5 5.6

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

Define rock and soil. Also tell about how the soil is consists of ?
Determine the total toque for 4 cm square shaft using finite element formulation
3.) Given that :S= {Cement, Sand, Gravel, Survey, Beam, Column, Plaster}; A= {Cement, Gravel, Beam, Plaster}; B= {Sand, Survey, Column}; C= {Survey, Beam, Column, Plaster}D= {Cement, Sand, Gravel}. Determine the elements in the sample space for the following: a. (BՈD)’ U Ab. (B’UC’) Ո A’c. (AՈC) U Dd. (A’ՈD) U C
9. The main task of engineers is to in the blank Fill
According to you which is the best software for modeling intraction soil- structure except Abaqus?
(DONE) Question-based on, "Beds of sedimentary rocks". I have tried it but confused if it is correct. Any help would be appreciated.
What is the area of cut in square metre? what is the average cut in metres? what is the volume of cut in cubic metres? what is the area of the fill in metre square? what is the average fill? what is volume of full in cubic metres? QUESTION 3. Determine the fill and cut volumes of the 10 m by 10 m grid below. A B 0.7 F 0.7 C 0.8 F 0.8 C 2 1 2
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.
Analyze & design one way and two way slab systems.
SHOW COMPLETE SOLUTION PLSVALUES:X = 425B = 5C = 1
PROBLEM 1 -Given the following sections 1+020 a +0.98 +3.5 +0.50 1+080 d -1.85 -1.20 -0.42 Base for cut = 12 m, Sideslope for cut = 2:1 Base for fill = 12 m, Sideslope for fill = 1:1 Required: 1.Find the volume of excavation by end area method. 2.Compute the volume of fill by end area. PROBLEM 2: Continue the last problem in 5-level sections and determine the volume of fill and cut.
STATION 1+ 125 a b. 12 10 10-m 10-m 5.30 6.20 1.5 8.80 DETERMINE THE VALUES OF "a" AND "b" And The volume of excavation and fill using end-area method