The following is a tabulation of volumes of cut and fill. The shrinkage factor of the material is 10%.volume in cutor fill in m2Station1+0002001+0201501+0401801+0601401+0801101+1001901+1201201+140-401+160-1201+180-901+200-801+220-2001+240-2201+260-1101+280-3201+300-280From the result of the mass diagram, answer the following:v in mWhat is the mass ordinate at station 1+060? ( Select 1v in mWhat is the mass ordinate at station 1+2602 I Select 1m3What is the free haul volume if one of the station limits of FHD is at 1+100? (Selectm3What is the volume of waste if the station limits of LEH is at 1+040? ( Select)What is the volumc of overhaul if the station limits of FHD and LEH (left side) are at 1+100 and 1+040 respectively? SelectWhich is a characteristic of the mass diagram? Select]What is the accumulation of volume?1Select 1

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Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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and what is the value of P in lbs
From Data What is Material Ultimate Strength In Mpa. 1 Material Aluminum 2 Form Cylinder ve 3 Diameter 12.8 mm 4 Gauge Length 50.8 mm 5 Tensile Testing To Failure 6. 8 Load (N) Length (mm) 9 0 50.8 10 7330 50.851 11 15100 50.902 12 23100 50.952 13 30400 51.003 14 34400 51.054 15 38400 51.308 16 41300 51.816 17 44800 52.832 18 46200 53.848 19 47300 54.864 20 47500 55.88 21 46100 56.896 22 44800 57.658 23 42600 58.42 24 36400 59.182 25
A 2.5 m diameter of galvanised iron pipe was used to flow water in horizontal axis at at rate of 40 m³/s and cause 2 m of energy head loss. Calculate the length of pipe if v =1 x 10$ m²/s. (Note: Please attach the Figure Q3(d) Moody diagram that has been marked with vour answer together with the answer script)
A wood specimen was prepared with actual dimensions of 25 mm * 25 mm * 150 mm and grain parallel to its length. Displacement was measured over a 100 mm gauge length. The specimen was subjected to compression parallel to the grain to failure. The load-deformation results are as shown in Table P10.24. TABLE P10.23 Deflection Load (N) (10 3 mm) 445 709 890 1412 1335 2113 1779 2825 2224 3556 2669 4234 3114 4935 3559 5644 4003 6353 4448 6995 4893 7996 5338 9131 5783 10287 6228 11902 (failure) TABLE P10.2 4 Load (N) Displacement (mm) 31 0.30 45 1.73 387 4.17 2358 4.57 7584 5.28 12740 5.99 16859 6.81 20489 7.62 23745 8.23 22757 9.14 19875 9.75 19265 10.5 a. Using a computer spreadsheet program, plot the stress-strain relationship. b. Calculate the modulus of elasticity. c. What is the failure stress?
Given: Replacing the x and y (a) 8.51% (b) 10.15%
Y= 82 kg show complete solutions and FBD
Problem A sample of a dry coarse grained material of 500 grams was shaken through a nest of sieves and the following results are obtained: Sieve No. Opening (mm) % Passing 4 10 20 40 60 100 200 Pan 0.425 0.25 0.075 2.00 60 4.75 0.85 0.15 94 30 10 7 3 12. Determine the uniformity coefficient. a. 4.706 b. 4.424 C. 1.250 d. 0.85 13. Determine the coefficient of curvature. a. 4.706 b. 4.424 1.250 d. 0.85 C.
5.28 Table P5.28 shows the grain size distributions of two aggregates A and B. TABLE P5.28 Sieve Size, mm 25 19 12.5 9.5 4.750 2.36 1.18 0.600 0.300 0.150 0.075 % Passing 100 Agg. A 92 76 71 53 38 32 17 10 5 3.0 % Passing 100 Agg. B 100 92 65 37 31 30 29 28 21 15.4 Answer the following questions and show all calculations: a. What are the maximum sizes of aggregates A and B? b. Is aggregate A well graded? Why? c. Is aggregate B well graded? Why? Note: In order to answer questions b and c, you need to plot the gradations on 0.45 gradation charts. You may create 0.45 power gradation charts using Excel or you may manually plot the data on a copy of Figure A.25. Determine the percent passing each sieve for the blended aggregate.
ES IS lio cuts ebsite ahman [² Question 14 of 25 A lead cube has a total mass of 80 kg. What is the length of its sides if SG = 11.3? Select the correct response: Slunef 18.23 cm 19.2 cm 15.29 cm 12.32 cm 20.3 cm < Previous CHAPTER bar CHAPTER 213 ppt CHAPTER 1(4)(2).ppt
Calculate the ductility of a tested material in terms of percent elongation and percent reduction of area. The test result data is as follows:?? = 8 ???? = 9.67 ???? = 0.198 ???? = 0.0888 ??
SHOW COMPLETE SOLUTION PLS VALUES: X = 853 A = 1 B = 5
Please solve for Ray, Rax, Rdy, Rdx, and AB. Please show the steps don't skip any step as That is really what i need to understand this problem. Thank you PROVIDE HANDWRITTEN ANSWER

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