i need the answer quickly D 1.0 m1.5 m2.0 m3.0 m40E1 = 40000 kN/m2, n = 0.3E2 = 60000 kN/m2Ex = 30000 kN/m2Figure (3)هندسهution Manualم و حلول وه الکتملازم وran10mqo= 150 kN/m240 = 100 kN/m2.Q3: The two rectangular footings with dimensions (10) geFigure (3). Calculate the immediate settlement at point2mt6mVG @solution Manua1.5 m2.0 m8mm and (10*8) m are shown in

Given Data: The dimension of the two rectangular footings are 10×6 m and 10×8 m. To Determine: The…

(10*6) m and (10*8) m are shown in and (10*8) Q3: The two rectangular footings two rectangular Q3: The Figure (3). Calculate the immediate settlement at point A footings with dimensions (10*6) ma with dimensions

(106) m and (108) m are shown in and (108) Q3: The two rectangular footings two rectangular Q3: The Figure (3). Calculate the immediate settlement at point A footings with dimensions (106) ma with dimensions

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Concept explainers

Methods of Surveying

Surveying is the practice to determine the relative three-dimensional positions of various points on the earth’s surface. This is done by computing the vertical and horizontal distances, angles between the points, collecting the observations, and plotting them on a map of any appropriate scale. Accuracy can be achieved by using the latest instruments like a theodolite, tachometer, etc. Leveling is a subdivision of surveying where the objective is to locate the elevation of objects considering a datum level.

Question

i need the answer quickly

D 1.0 m
1.5 m
2.0 m
3.0 m
40
E1 = 40000 kN/m2, n = 0.3
E2 = 60000 kN/m2
Ex = 30000 kN/m2
Figure (3)
هندسه
ution Manual
م و حلول وه الکت
ملازم و
ran
10m
qo= 150 kN/m2
40 = 100 kN/m2
.
Q3: The two rectangular footings with dimensions (10) ge
Figure (3). Calculate the immediate settlement at point
2m
t
6m
VG @solution Manua
1.5 m
2.0 m
8m
m and (10*8) m are shown in

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