uestion Four ) The graphs straight line and is defin through the i. Determin unknown ii. Find the iii. Determi

Q: Given: Lines Bearing S 73°21'E S 40°10'E S 26°42'W N 14°20'W N 12°20'E Distances A-B 247.20 B-C…

A: As per company's policies We are supposed to answer only first three part of multiple questions…

Q: There is a table of an observed plane triangle ABC but some parts are missing. Please fill up the…

A: Given- |Angle| Observed Angle| Weight|  A 58°07°04" 4 B 61°16'55” 3 C 60°41'39” 2 we  have to find…

Q: ст ג'Tיוידי 61 Value: mm Value: cm 1 2 3 4 5 6 7 8 9 10

A: The main scale reading = 5.4mm Coinciding vernier division, (CVD) = 1Least count = 0.01mmThe vernier…

Q: Station BM S.101 0 + 000 0 +020 0 +040 0 +060 0+066.28 0+080 0 + 100 0 +120 TP 1 0+140 0+ 143.78…

A: Elevation of (0 + 000) = Elevation of BM S.101 + BSBMS.101 - IS0+000 = 202.02 + 0.47 - 0.02 = 202.47…

Q: Calculate the angle, & by using equati on of motion in y direction. 1 y = y, +v t –: 150 150 0…

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Q: Q3/ The following is an incomplete page of level book in which (?) indicates missing Entry line.…

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Q: oDetermine the polar of moment of inertia of the quarter of the circle having a radius of óm shown…

A: To find Polar moment of inertia J

Q: SHOW ALL YOUR WORK P 150 P 100 ←300 -300- Find MI around axis PP I 50

A: Given Data: To Determine: - Moment of Inertia.

Q: 194.1 201.2 165.4 165

A:

Q: Find the interior angle Bat point 2inside the basel ne of polnts 12 and 3. Please do not write any…

A: given, point x y 1 2420.25 1512.48 2 2221.24 1550.79 3 2526.97 1570.24

Q: Determine the coordinates of the centroid of the shaded area. y 30 60 75 30 75 90 65. --x 205…

A: Dividing the above figure into parts.

Q: SITUATION: A 12 ft x 10 ft footing carries a total load of 300 tons. Standard penetration test was…

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Q: The relevant cross-sectional details of a compound beam comprising a symmetric l-section and a…

A:

Q: Find x and y

A: We will divide the given C-section into three sections as shown in the figure:

Q: Mean Sea Level referred as a Datum * in surveying False O True Level instrument can be used only to…

A: Mean Sea Level referred as a Datum in surveying is False. False: Because Datum can be any reference…

Q: This is my second time asking. I cannot understand the solution of the first one I posted. Please…

A:

Q: Find the interior angle B at point 2 inside the baseline of points 1,2 and 3. Please do not write…

A: Given, point y x 1 1512.48 2420.25 2 1550.79 2221.24 3 1570.24 2526.97

Q: centroid C of the beam having the cross-sectional area shown 150 mm 150 mm 20 mm 20 mm B

A:

Q: LINE BEARING DISTANCE LATITUDE DEPARTURE DEG MIN N (+) S (-) Е (+) w (-) 1-2 S 33 29 w 42.63 35.555…

A: Finding out distance of 3-4 and 4-5 lines.

Q: For point of contraflexural, 40090300=200×x90300 x=2 m θA=0 (fixed support) θDA=θD-θA=θD=Area of…

A: Given, x = 2  ∆D = 3(1 - Cos θD)

Q: Determine the coordinates of the centroid of the shaded area. y 30 60 -75 30 70 80 60 ---x 210…

A: To find the centroid of shaded area-

Q: F 31 ° 58 ° X(+) B=(3.3,0,0) m y(+) Z(+)

A: Given:- A coordinate system is given The coordinates of point B = (3.3,0,0) m  Point A lies on the…

Q: QI/ the page of old leveling book is show in table , many reading are missing or cannot be read…

A: find the missing reading and complet the page?

Q: ENGINEERING MECHANICS (UPVOTE WILL BE GIVEN. PLEASE WRITE THE COMPLETE SOLUTIONS LEGIBLY. NO LNG…

A: Given, to determine,  the coordinates of the centroid of the plane region shown

Q: Find f'(x) = y'

A: Here, i am answering to this problem according to our company guidelines so, here i can answer only…

Q: Determine the centroid of the shaded area in figure ( a ) from the given axes. Arrange your data in…

A: The coordinate of the shaded area is (4.73cm, 2.65cm)

Q: Assume contour interval of 5 m, draw the contour lines based on the given elevations of the points…

A: Contour is drawn below with 5m interval

Q: line. Calculate all the missing entries and complete the page of level book .also give the usual…

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Q: Required: Draw the front projection, the left side projection, the horizontal projection

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Q: 2788.91509^(1.336898)

A: 2788.91509^(1.336898) = 40382.71846

Q: For the two link manipulator shown below, what is the linear velocity of origin of axis 2? (where 01…

A:

Q: An engineer's level with stadia constant of 0.30 m was set up on the line between A and B, the…

A:

Q: Select the correct answer for plotting SFD and BMD Analytical method is faster than graphical method…

A: Choose correct answers for plotting of SFD and BMD using GRAPHICAL and Analytical Method####…

Q: Problem Solving: 1. From the given frame shown it is supported by a hinged at A and a roller at C.…

A:

Q: Q4: The original histogram of 64 x 64 image in 8 gray levels sketched below. 1. Find the histogram…

A: There are 8 gray levels, ie . K=8-1 =7 New Intensity =Cumulative frequency x K (Applying floor…

Q: Determine the centroid x-coordinate for the area shown below with respect to the given axis. Given t…

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Q: Knowing that the distance h has been selected to maximize the distance y from line BB' to the…

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Q: Determine Ixc of the shaded area shown in the figure below. All dimensions are in mm.

A: Consider the figure,

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.