2. A soil sample has a porosity of 40%. The specific gravity of the solids could be determined by the equation below, Specific gravity, G, = (Student ID)/10° + A If the student number starts with 14, A = 1.25 If the student number starts with 13, A = 1.35 Otherwise, A = 1.9 Take G, till 2 decimal places. Now based on porosity and specific gravity calculate, a. Void ratio b. Dry density c. Unit weight if the soil is 50% saturated d. Unit weight if the soil is completely saturated. (10)

Q: Determine the displacement at point C by P A

A:

Q: Bar ABCD is rigid and rotates freely about B. Determine the vertical displacement of point D given…

A:

Q: Problem 3: For the truss structure and loading shown below, compute the horizontal deflection at…

A: A truss is hinged at D and roller supported at A,A point load is applied at C of magnitude 40kips in…

Q: Use virtual work to find the displacement at point C

A: We will apply unit load at C.

Q: Problem 11.075- Determine the vertical deflection of point C caused by the load P Each member of the…

A: A = 5 in.2 E = 29 × 106 psi Determine the vertical deflection of point-C. Let's solve using unit…

Q: Determine the vertical displacement of joint A. Each bar is made of steel and has a cross-sectional…

A:

Q: GIVEN: Bars A and C are made of steel and bar B is made of brass. Each bar has a cross-sectional…

A: Total loading in the assembly will be shared by both the steel bars and brass bar.…

Q: Compute the vertical and horizontal components of displacement of joint C produced by the loads. The…

A: ∑Fx=0HD=120 Kθ= tan-12015θ=53.13° A7=A4=A2= 5 in2A1=A3=A5=L6= 3 in2L1=30', L2=25', L3=15', L4=25',…

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.