Do it soon QUESTION 24"Given a fault that daylights to a slope face, if the slope face dip azimuth is 200 degrees, and the fault dip azimuth is 190 degrees, a planar failure can occur along the fault (true or false)."QUESTION 25The direction of sliding of kinematically permissible wedges is restrictive than that of plane failures because two planes with a wide range of orientations form release surfaces.lessQUESTION 26"If the pole of the line of intersection of the two discontinuities is daylighting on the slope face, wedge failure is possible (true or false)."QUESTION 27"For a toppling failure to occur, the dip direction of the discontinuities dipping into the face (opposite dip azimuth) must be within aboutdegrees of the dip direction of the face."QUESTION 28"Given near-vertical-dipping bedding planes with dip azimuth of 10 degrees, and a slope face with a dip azimuth of 190 degrees, a toppling failure can occur (true or false)"QUESTION 29"Given near vertical-dipping bedding planes with dip azimuth of 30 degrees, and a slope face with a dip azimuth of 190 degrees, a toppling failure can occur (true or false)"QUESTION 30"Given near vertical dipping bedding planes with dip azimuth of 350 degrees, and a slope face with a dip azimuth of 190 degrees, a toppling failure can occur (true or false,"

Rock mechanism and fundamentals concept ***As per our company policy we are supposed to do only 3…

Answered: QUESTION 25 The direction of sliding of…

QUESTION 25 The direction of sliding of kinematically permissible wedges is less restrictive than that of plane failures because two planes with a wide range of orientations form release surfaces.

Elements Of Electromagnetics

7th Edition

ISBN:9780190698614

Author:Sadiku, Matthew N. O.

Publisher:Sadiku, Matthew N. O.

ChapterMA: Math Assessment

Section: Chapter Questions

Problem 1.1MA

See similar textbooks

Similar questions

For the following inspection opening, calculate the correct values for A, A1, A2, A3, A4, A5 The design pressure is 900 kPa.g and the design strengths for the metals of shell and branch are 133MPa A= a. 3545.24 b. 3354.63 c. 3454.36 d. 3445.42 A1= a. 1377.45 b. 1673.71 c. 1773.82 d. 1534.53 A2= a. 721.63 b. 733.32 c. 718.59 d. 738.93 A3 = a. 600 b. 500 c. 450 d. 550 A4 = a. 211 b. 214 c. 220 d. 216 A5= a. 346 b. 356 C. 366 d. 336
The ultimate shear strength of a 12 mm thick steel plate is 380 MPa. What force is necessary to punch a 15 mm diameter hole in the plate? Factor of safety is 2.5. A)537 kN B)269 kN C)215 kN D)86 kN
The following results were obtained in a tensile test on a mild steel specimen of original diameter 28 mm and gauge length 56 mm. Load at limit of proportionality : 96 kN Extension at 96 kN load : 0.068 mm Load at yield point : 105 kN Maximum load : 170 kN When the two parts were fitted together after being broken, the length between gauge length was found to be 65.8 mm and the diameter at the neck was 18.8 mm. Calculate: (a). E, (b).σy, (c).σu, (d). PRIA and PE
ASTM Standard E23 defines standard test methods for notched bar impact testing of metallic materials. The Charpy V-notch (CVN) technique measures impact energy and is often used to determine whether or not a material experiences a ductile-to-brittle transition with decreasing temperature. Ten measurements of impact energy (J) on specimens of A238 steel cut at 60ºC are as follows: 64.1, 64.7, 64.5, 64.6, 64.5, 64.3, 64.6, 64.8, 64.2, and 64.3. Assume that impact energy is normally distributed with σ = 1J. Find a 95% Confidence interval for μ, the mean impact energy.
Please show a clear step-by-step solution. Thank you! What is the proportion of the alteration in length for Spring A to Spring B, supposing that both springs carry an equal amount of load? Springs A and B have the identical qualities, with the exception that Spring A has 12 times the number of turns as Spring B.
BSEN10045 is British standard for Brinell Hardness test Select one: True False
A brittle material will not yield at all, when it is subjected to external loading Select one: True False
Compute for the value of the uniformity coefficient with the data shown below. D10 = 0.08 mm D30 = 0.22 mm D60 = 0.41 mm Select one: a. 4 b. 6 c. none of the choices d. 7 e. 5
What are clamshell/beach markings? Explain their significance in terms of the conditions experienced during the life of a failed component, and their value in failure analysis.
The shape of the shear diagram is a function of the load diagram. -True -False
Experience in non-destructive testing of 7075-T651 aluminum (Sy = 72 ksi, KIC = 22 ksi in1/2) pressurized pipes dictates that the minimum detectable longitudinal crack length is 10 mm. Thus, a longitudinal crack of length 10 mm could escape detection and be present at any time. The pipes transmit a flow of natural gas and the presence of a crack would not alter the internal pressure. What maximum internal pressure would you recommend? Neglect the pipe curvaturewhen determining the stress intensity factor.
1. (True / False) Stress components are opposite in direction on the two surfaces of an imaginary cut.2. (True / False) Stress components have opposite signs on the two surfaces of an imaginary cut.3. (True / False) A stress element can be drawn to any scale.4. (True / False) If the left end of a rod moves more than the right end in the negative x direction, then the normalstrain in the x direction will be negative.5. (True / False) When angle decreases from right angle we obtain positive shear strain.6. (True / False) In Lagrangian strain the original undeformed geometry is used as the reference geometry.7. (True / False) In isotropic materials the stress and strain relationship is same in all directions.8. (True / False) Ductile materials show large elastic deformation but small plastic deformation before fracture.9. (True / False) The most general anisotropic material has 21material constants that relate stress and strainlinearly.10. (True / False) You can measure stress directly…