The Mohr's circle for a plane stress is a circle of radius R with its center at +-ono-axis. What is the value of shear stress on the plane of pure shear stress (in MPa) [Take R=100 MPa] (R/2,0) -R/2 R/R R O

Q: given triangle ABC find side c

A:

Q: Simpson's 1/3 Rule can only be applied when the number of segments or strips used to approximate the…

A: Answer:- False Explanation:-In order to apply Simpson's 1/3 rule the number of segments must be odd.

Q: The cross section at station 2+60 has a cut area of 9 ft2 and a fill area of 4 ft2 and the cross…

A: Cut Area of the cross-section at station 2+60,A2+60=9ft²Cut Area of the cross-section at station…

Q: what is the value of ang e values on the drawing Law of Sines or Cosines?

A:

Q: 4. For this oblique triangle, what is the length of side b given the following data: Angle B =…

A: Given: a = 125 ft c = 200 ft Angle B = 38o 15'

Q: 4. Complete the third projection of the plane ABC. Z -Yw Y₁ W X- a a b' C O 45° YH

A: Third projection of plane ABC is draw using projecting the line from abc and a'b'c'.

Q: a) H 20 mm 80 mm Calculate Iz 20 mm 60 mm 20 mm b) Calculate maximum Q and indicate the location on…

A: Given: A I cross section Required: Moment of inertia about Z axis Maximum value of Q

Q: 0.35m 0.35 LOS 105m

A:

Q: 1/₂ B 1/₂ D 1/2. ( compute by and DD.

A:

Q: Determine the area enclosed by y = 3x - 2, the x-axis and ordinates x=2 and x=4

A: y= 3*2-2= 4 y= 3*4-2= 10 x= 2  x=4 Area enclosed by the graph = (4-2)*(10-4)= 12 sq units

Q: If a=100 inch, b=52 inch and C=60 degrees find c

A: To determine the third side (c) of a triangle provided we have, the other two sides (a and b) and…

Q: Determine the surface area of the ring. The cross section is circular as shown.

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.