5274 1.5869 0.63

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: 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: Treat the trapezoidal region as a composite of a rectangle and a triangle to find: a. Find X bar…

A: It is required to find the centroid and moment of inertia.

Q: 3) Compute the coordinates of the area centroid with respect to the given axes. a b 3 m 1m d- 6 m…

A: To find out the centroid of the section from X Axis and Y Axis.

Q: 200 N 53° A 36° 1.5 189 N 42 kN/m 3 В 4 3

A: When we are calculating the moment due to udl or Uvl we calculate it as  Force acting /m length ×…

Q: a) Find ū and I Tolm 0,1m %3D 0.3m 0.am' 0Am 0.m

A: Hi! Thank you for the question As per the honour code, We’ll answer the first question since the…

Q: Compute y. (16 – 2 x 2.5) = 0.69 16

A: Given: γ=16-2×2.516

Q: Calculate the y-component of the centroid of the area shown. 5 5 8

A: we will calculate centroid by using each section.

Q: Problem No. 3 Given: Bearing S 73°21'E S 40°10'E S 26°42'W N 14°20'W N 12°20'E Lines Distances A-B…

A:

Q: find CJ. method of sections

A: Given data - P = 780 N Find out - Force in member CJ ?

Q: Draw in and label the 150 m contour line. 112 152 108 130 162 122 140 170 132 155 162 140

A: Contour lines are the lines joining the points of equal elevation ..

Q: For the channel cross section shown, t = 0.25 in, b = 6 in and h = 2.25 in. The centroidal…

A: Channel cross section is given and we need to find the centroid in y direction.

Traverse Survey

Traverse surveying is a popular method of surveying. Traversing is that type of survey where several connected survey lines form a framework and the directions and lengths of the survey lines are measured with the help of a tool to measure angles and tape or chain respectively. Traverse networks involve placing survey stations in a queue or trail and using pre-tested points as a basis for looking at the next point. This type of surveying is different from Tacheometric surveying, where only angles are measured and the process of chaining is reduced.