Solve 3,4 Q4\ Fill in the blanks with required items:1. A measure of the sample's resistance against hydrostatic compression is2. Biot hypothesized that the shear modulus is not influenced by the presence of the3. The formula for computing the value of shear strength of smooth surface is:4.can be used to compute strength value of the rippled and thensmoothed surface for friction with large overhead pressure.5. If joint spacing of a rock is 15 cm. the it is described as6.--is used to compute RQD at mountainous areas.7. Change of the angle y between two initially orthogonal directions is8. The friction strength of a discontinuity surface is computed by:9. If Modulus ratio of an intact rock = 350, then its class is ----------- and description is10. Maximum absolute shear stress occurs when 0 == ------- and------

Given Statement To find Appropriate phrase

1. A measure of the sample's resistance against hydrostatic compression is 2. Biot hypothesized that the shear modulus is not influenced by the presence of the 3. The formula for computing the value of shear strength of smooth surface is:

1. A measure of the sample's resistance against hydrostatic compression is 2. Biot hypothesized that the shear modulus is not influenced by the presence of the 3. The formula for computing the value of shear strength of smooth surface is:

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

Q1-B // A steel bar has a square section of 10 mm side and a length of 60 mm, subjected to a tension force of 50 KN, as a result the bar has extended 2 mm; Calculate: 1-Yong modulus 2- The engineering stress 3- The engineering sustain 4- The true stress 5- The true strain 6- The percentage reduction in Area
4 In hardness test, a force of 3000 kgf applied using steel ball of 10 mm, the result hardness value is (BHN=200+N) where N is your number in class. Calculate the mean depression w bli nöy :diameters (d)? N=92
stress and pore water pressure. 2- A soil profile consists of 10m of sand (Y=20 kN/m') over 3m of organic silt (Y=17KN/m, 0.5,0CR = 1,c, = 8 m2/year)over gravel. Initially, the water table is 2m below the ground surface and hydrostatic condition exists throughout the soil profile. Before constructing a structure on this site, the organic silt is preconsolidated by rapidly lowering the water table by 6m (to 8m below the ground surface) and simultaneously pumping from the gravel layer at such rate that the piezometric level in the gravel is lowered to the bottom of the organic silt. Compute settlement resulting from consolidation of the organic silt if the lowered ground water
Kindly solve this problem with complete solution so that I can Understand. Correct Final answer: 1400 or 1.4x10^3
a 12mm thick steel tire has a width of 110mm and an internal diameter of 800mm. It is heated and shrunk onto a steel wheel 800.50mm in diameter. The modulus of elasticity of steel is 200gpa. Which of the following most nearly gives the comprehensive pressure between the tire and the wheel? A 3.30 mpa B 3.90 mpa C 3.75 mpa D 4.35 mpa
Q3/ A patient who suffers from a problem in the knee joint and needs a joint replacement. As a Biomaterials engineer, you have three metal materials, any of these materials in the table 1. you prefer for the replacement process with mentioning the reason. If you know that the joint is exposed to compression resistance resulting from the weight of the person, and the load applied on the joint is 80 kg, with a cross-sectional area of 40 mm Table 1. The materials properties Materials Compressive strength (Mpa) Туре I 17.6 Туре II 30.2 Туре I 6.5
A piece of steel rebar is tested in tension to determine its mechanical properties. The length of the sample is 87.3 mm and the cross-sectional area is 52.1 mm². When stretched by 37.2 mm, the force measured is 14,884 N. At this point, the graph is non-linear, but no clear neck is visible. If the Poisson's ratio of the material is 0.281, calculate the cross-sectional area (mm²) at this point.
3.4 A storage tank is 5 m in diameter, 4 m high and the density of the fluid itcontains is 795 kg/m3. Determine the required wall thickness if the yieldstress of the material is 325 MPa, the factor of safety is 10 and the efficiency ofthe longitudinal joint is 80 %.
Solution: 2 of 4 Problem 2: The short cylindrical block of 2014-T6 aluminum, having an original diameter of 0.5 in. and a length of 1.5 in., is placed in the smooth jaws of a vise and squeezed until the axial load applied is 800 lb. Given young's modulus 10.6x10 psi and Poisson ratio equal to 0.35. a) Determine the decrease in its length b) Determine its new diameter. 800 Ib 800 Ib Solution:
Match the items in columns I and II. Column-I Column-II 1. Fluidity P. Charpy Q. Knoop 2. Microhardness R. Spiral test S. Cupping test 3. Formability 4. Toughness 5. Permeability (a) P-4, Q-5, R-3, S-2 (b) P-3, Q-5, R-1, S-4 (c) P-2, Q-4, R-3, S-5 (d) P-4, Q-2, R-1, S-3
Question 8. The following figure represents three hardness-testing techniques of materials. Describe their specifications, how there are conducted and their potential applications? 8 - Shape of Indentation Test Indenter Side View Top View Load Brinell 10-mm sphere P of steel or tungsten carbide Vickers Diamond 136° microhardness ругamid Rockwell and 60 kg) 100 kg } Rockwell 150 kg) Diamond 120° superficial cone: s - in.- diameter Rockwell 15 kg 30 kg } Superficial Rockwell 45 kg) steel spheres
stress 0.02 0.018 0.016 0.014 0.012 0.01 0.008 0.006 0.004 0.002 0.05 0.1 0.15 0.2 0.25 0.3 0.35 Determine : 1- Stress, Stratn care 2. elastic Zone 3. yield sbresscoys 4- plastic Zone 5- UItimate Stress Cous 6- Elongation 7- propotionaL stress cops 8-fructurc stress coF)