4/ The following is an incomplete page of level book in which X indicates missing Entry line. Calculate all the missing entries and complete the page of level book .also give the usual arithmetical checks. Station A B C D E F G CHECK B.S. 2.560 1.95 I.S. Σ BS- Σ FS= 3.54 3.20 2.34 2.44 Σ BS- Σ FS F.S 1.26 3.46 RISE X X X FALL X X X RL 100 XXX Remarks X X X L.RL-F.RL T.P.1 L.RL-F.RL=

Q: Determine the resultant R. Compute magnitude, sense and angle of inclination with horizontal x.

A: force F1=350kipforce F2=300kip

Q: What are the values of X, and Y of the table below using the storage-indication method and equation…

A:

Q: Find x cordinate and y cordinate of centroid (In cm)

A: To find the coordinates of centroid- Given a = 70 cm b = 70 cm c = 140 cm

Q: 300*12.4=

A: To determine the product of two numbers.   Given: 300*12.4=?   To find the product of the two…

Q: The moment of inertia of the triangular shaped area is I, = 4.17 x 10 mm. Given m= 100 mm and n =…

A: The moment of inertia of the triangular portion about the x-axis is 4.17×106 mm4 To determine the…

Q: Assignment 13 I. Plot the following sets of forces and find their resultant using both graphical and…

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

Q: 15. Compute the resultant of the three forces shown in the figure. 400 N • 948.27 N • 894.32 N •…

A:

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

A:

Q: 3. Compute the x and y components of the vectors A, B and Cin the figure below y A (10.0m) 40.0"…

A:

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.