15 6 l0 C: D very 35 ) FIND THE ULTIMATE BEARING CAPACITY, Quts L the...
QUESTIONG H=35 The circular footing (Diameter 1m) showed in Figure 3 is subjected to inclined loading and located at a depth of 0.8m below the ground surface in compacted sand (22= 35°, Y bulk = 18kN/m”, Ysar=20kN/m). Ground water table is as shown in the below figure. P .ro Ground surface 0.4m Water table 0.8m 1. Om Figure 3: Circular Footing in Question 6 (a) Determine bearing capacity factors and geometric factors of the foundation. (4 marks) (b) Calculate the...
Q1 (10 marks) You have been asked to examine the bearing capacity of several different rectangular pad footings. The width of each of the footings is to remain constant wil vary. In order to reduce the number of calculations, you have decided to plot the ultimate bearing capacity against the length of the footing. The properties of the underlying soil profile are given in Table 1.1. The base of the footing is to be located 1 m below ground level...
QUESTION 1 6 point City of Hope's Wastewater has a ultimate carbonaceous BOD of 300 mg/L at 20 oC. The reaction rate k at that temperature has been determined to be 0.2/day. a) Find the BOD5. b)Find the reaction rate coefficient at 15 oC. c) Find BOD5 at 15 oC. O 132 mg/L, 0.18/day, 265 mg/L O 190 mg/L, 0.16/day, 165 mg/L O90 mg/L, 0.16/day, 245 mg/L O 232 mg/L, 0.18/day, 365 mg/L
6. The personal holding company penalty tax rate is A) 20%. B) 10%. C) 15%. D) 35%.
Problem 6. Let g.(r) c- for in an interval L. Find L and c so that logistic map Q4(z) = 42(1-1) is linearly conjugate with ge Vía a lone omorphism h : [0.1] → L. Find the linear function h
a) igg 6)-10 ()-30 d) z 15 Find the equation of the tangent place to the surface 2=x²tly at the point (2,1,8) a) 4x 184 -Z=8 6) 3+ 4y +2=-2 () +-7+82=4 d) -x +41 +82=0
mbi Saved Exercise 6-15 Algo Find the following probabilities based on the standard normal variable Z. (You may find it useful to reference the answers to 4 decimal places.) table. Round your Book ferences a. PZ> 1.02) b. PZ S-2.36) C. POSZ S164) d. P(-0.82 Z 52.54)
Problem 6. Let g.(r) c- for in an interval L. Find L and c so that logistic map Q4(z) = 42(1-1) is linearly conjugate with ge Vía a lone omorphism h : [0.1] → L. Find the linear function h Problem 6. Let g.(r) c- for in an interval L. Find L and c so that logistic map Q4(z) = 42(1-1) is linearly conjugate with ge Vía a lone omorphism h : [0.1] → L. Find the linear function h
SELECT A,B,C,or D, for the two problems. For #14 & 15, find the area of the image of the set. 14) Arg(z)s and Re(z) s 1 15) Arg(V)-5° < Arg(z) < Arg(V1) + 5° and 1 < I리 < 2 14) The area of image of the set on the Cartesian plane is closest to (choose one): a. 1.5716 b. 1.7288 c. 1.9017 d. 2.0918 15) The area of image of the set on the Cartesian plane is closest to...
PROBLEM 2 and 3 (journal bearing) A gear-reduction unit uses the countershaft depicted in the figurel. The reactions at bearing positions and C, are shown in figure 2. Note that only bearing position take the axial load. The bearing at position is to be angular-contact ball bearings, having a desired life of 50 kh when used at 300 rev/min. Use 1.2 for the application factor and a reliability goal for the bearing pair of 0.96, assuming distribution data from manufacturer...