Answered: Ex 4: Calculate Recoverable of oil if…

Ex 4: Calculate Recoverable of oil if you know: Bulk volume of sample = 19 cc Weight of dried sample = 22 gm Sand grain density = 2.67 gm / cc Sw = 0.19 Bo = 1.05 RF = 0.33 %3D %3D

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Related questions

Q: Draw shear force diagram

A: Given data in question UVL Concentrated moment Span member length To find out SFD

Q: The deflection angles from PC of two intermediate points A and B on a simple curve are 3°15' and…

A: Appreciate if there is detailed work with explanation and finds you helpful for ease of…

Q: Calculate the maximum shear stress amay in the web of the T-beam shown in the figure if b = 14 in.,…

Q: 140 mm 140 mm A centric load P is applied to the granite block shown. Knowing that the resulting…

Q: 1. Select the correct answer from the choices. Please show complete solution. ABC is a right…

A: Given DC =17 cm Angle CAD = 24⁰ Angle ADC = 46⁰

Q: A tensile test is peformed on a brass specimen 10 mm in diameter using a gage length of 50 mm. When…

Q: The deflection angles of two intermediate points A and B on the simple curve measured from the…

Q: A pipe discharges 150liters/sec of water into a reservoir at a point 1.80m below the water surface.…

A: Bernoulli's Equation P1γ+V122g+Z1=P2γ+V222g+Z2+hL Z1= 3.0 m Z2=0 m hL=0.65 m Q= 150 l/s= 0.15…

Q: Then, you were asked to find out the biodegradability of this wastewater by conducting a 5-day…

Q: Calculate the design thickness in mm (rounded to the nearest tens) at the edges of a rigid pavement…

Q: determine the normal force between the boy and the platform.

A: The values and diagram given in the question are as follows: Angular velocity(θ˙=ω)=2 rad/sec

Q: 1. For the beam shown, a. determine the maximum flexural stresses in compression ant tension. b.…

Q: 16. QUESTION SIXTEEN The basic action involved in sheep foot rolling is: A) Pressing B) Kneading C)…

A: Answer :- 16 Option b Kneading The basic action is kneading of the soil sample through the…

Q: 140 mm 140 mm A centric load P is applied to the granite block shown. Knowing that the resulting…

Q: 3. A punch for making holes in steel plates is shown in Fig. a. Assume that a punch having a…

Q: Bacteria can be divided according to the dissolved oxygen utilization pattern. Differentiate and…

A: Answer :- Bacteria's oxygen requirements reflect the mechanism they utilise to meet their energy…

Q: d. Referring to Figure 5.9, which portion of the water in the aggregate reacts with the cement in…

A: Permeable void: The volume of voids that are emptied during the specific drying is known as…

Q: 2. Portions AB and CD have flexural rigidity EI, and portion BC has flexural rigidity 3EI. Determine…

A: P = 30kips w = 1kips/ft [Note :equation (i) & (ii) has been added and equated to zero, due to…

Q: Briefly explain the difference between Ultimate Limit State (ULS). Stability, and Serviceability…

A: Ultimate Limit State: The ultimate limit state is also known as the Load and Resistance Factor…

Q: 140 mm 140 mm A centric load P is applied to the granite block shown. Knowing that the resulting…

Q: For the beam with cross-section shown, the allowable flexural stresses for tension and compression…

Q: A tensile test is peformed on a brass specimen 10 mm in diameter using a gage length of 50 mm. When…

Q: SITUATION. The unsupported height of a spiral column bent in single curvature and braced against…

Q: If the 5kg block is suspended from the pulley B and the sag of the cord is d 0.15 m. Draw (FBD) and…

Q: 8. QUESTION EIGHT Choose the correct statement below A) The critical path consumes the maximum time…

A: Construction planning and managent have two most popular technique CPM and PERT

Q: a) Table shows total rainfall for each month of the year 2012 for a 200 m? sub- basin located…

A: Given data: Area of sub-basin = 200 m2 Runoff generated = 70% Evaporation = 2 mm/day

Q: A solid sphere (diameter 6 mm) is rising through oil (mass density 900 kg/m3, dynamic viscosity 0.7…

Q: If the 5kg block is suspended from the pulley B and the sag of the cord is d = 0.15 m. Draw (FBD)…

Q: Q2) By using the yield line theory, determine the ultimate resisting moment per linear meter (m) for…

A: Yield Line Theory: Yield line theory is also known as the Ultimate load method of analysis. This…

Q: 2. The portion of truss shown represents the upper part of a power transmission line tower. The 2.7…

Q: For the beam with cross-section shown, the allowable flexural stresses for tension and compression…

Q: d (mm) P(kN) Q(N) Oallow (MPa) s (%) 20 18 80 12 40 1 (a) The structure shown in Figure Q3 is…

Q: Q3/ write an essay on the impact of social media.

A: Social media Social media is a special tool which was becoming quite popular on these days because…

Q: 1.Two hills A and C have elevations of 600 and 800m respectively. In between A and C is another hill…

A: Given, Elevations h1A=600 mh2C=800 m D1=12 km=12000 mD2=10 km=10000 mB=720 m

Q: A curve with a central angle of 8° 24' and a degree of curvature of 2° per 100 ft has the PI located…

Q: .A layer of saturated clay is 10 m thick, the lower boundary being impermeable; an embankment is to…

Q: A half-closed clay layer is 8 m thick and it can be assumed that cv ¼ ch. Vertical sand drains 300…

A: The given data is: Clay layer thickness=8 m Sand drains diameter=300 mm sand drains spacing=3 m

Q: Problem (7.1): An element in plane stress from the frame of a racing car is oriented at known angle…

Q: case study for septage management

A: Collection, treatment, and correct disposal/reuse are all part of septage management. Safe disposal…

Q: The hydraulic radius is defined as half of the hydraulic diameter of a section. True False

A: The hydraulic radius is defined as half of the hydraulic diameter of a section. This statement is…

Q: Refer to Fig. SMN 10.11. The stresses in a bar is subjected to uniaxial stress as shown. 0.- 80 MPa…

A: Monroe circle is given and it has been asked to determine area, normal stress and shear stress.…

Q: Bacteria can be divided according to the dissolved oxygen utilization pattern. Differentiate and…

A: Answer :- Bacteria's oxygen requirements reflect the mechanism they utilise to meet their energy…

Q: Q2): The table below presents the calculated areas of closed contour lines (reservoir) taken by a…

A: Prismoidal method is for odd number of reading but if we have to calculate for even number then odd…

Q: Q.3 Select the word (advantage) or the word (disadvantage)) of the flowing expressions; Advantage…

A: in this question four statement is asked weather they are having advantage or disadvantage three…

Q: Determine the minimum slab thickness of the simply-supported one-way slab with L = 2.5 m. Yield…

A: If a slab is supported only two opposite edges then slab is one way slab. If the slab is supported…

Q: For the beam with cross-section shown, the allowable flexural stresses for tension and compression…

Q: 140 mm 140 mm A centric load Pis applied to the granite block shown. Knowing that the resulting…

A: Maximum shear stress = 17MPa Determine the normal stress on concrete block = ?

Q: To pour by means of concrete pumps; it requires 3 pumps and a crew consisting of 2 foremen, 30…

A: Rent of concrete Pump Per hour = $200 3 Concrete pumps for 1 Hr= $600 Wages of Foreman Per Hour =…

Q: The grain of the wooden member forms an angle 15° with the vertical. For the state shown in Figure…

A: σx=0σy=0τxy=400psi Radius of the…

Q: has a highway grade of -1.5%. The minor road approach grade is 3.5%. The design speed is 45 mph for…

A: SSD for minor road…

Concept explainers

Weight-Volume relationships

Weight is defined as the quantity of matter contained in a body. Weight can also be defined as the force acting on a body due to gravity. Mathematically, weight can be defined as-

Question

Ex 4: Calculate Recoverable of oil if you know:
Bulk volume of sample = 19 cc
Weight of dried sample = 22 gm
Sand grain density = 2.67 gm / cc
Sw = 0.19
Bo = 1.05
36
RF = 0.33
48
V =
(A 1+A 2+A 1-A 2)

Expert Solution

This question has been solved!

Explore an expertly crafted, step-by-step solution for a thorough understanding of key concepts.

SEE SOLUTION Check out a sample Q&A here

Step 1

VIEW

Step 2

VIEW

Step by step

Solved in 2 steps

SEE SOLUTION Check out a sample Q&A here

Knowledge Booster

Learn more about

Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, civil-engineering and related others by exploring similar questions and additional content below.

Similar questions

If the particle passing on sieve No.200 is 72%, passing on sieve No. 4 is 90%; what is the % of gravel. (provide the answer in percentage, value only; e.g. 20)
Find the Cu of the given sample. identify the answer in this choices. Weight Percentage Cumulative Percentage Sieve retained finer S.NO Weight retained (gm) percentage retained (C)N = (100 - C) Select one: size (gm) {W,/ W,}x 100 O a. 8.98 1 75mm 100 O b. 18.33 63mm 100 О с. 2.92 3 50mm 100 O d. 6.22 4 37.5mm 454 22.7 22.7 77.30 28mm 285 14.25 36.95 63.05 20mm 207 10.35 47.30 52.70 7 14mm 318 15.90 63.20 36.80 8 10mm 206 10.30 73.50 26.50 9 6.3mm 118 5.90 79.40 20.60 10 5.0mm 102 5.10 84.50 15.50 11 3.35mm 64 3.20 87.70 12.30 12 2.0mm 88 4.40 92.10 7.90 13 1.18mm 35 1.75 93.85 6.15 14 600µ 42 2.10 95.15 4.85 15 300µ 33 1.65 97.60 2.40 16 150µ 18 0.90 98.50 1.50 17 75µ 22 1.10 99.6 0.40 18 Pan 8 0.40 100 In the pan we have = 100 W,= 2000 -99.6 = 0.4 % of material 2. 5.
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.
1.6 What is the density of a metal sample if a15.12-g sample is added into a graduated cylinder increased the liquid level from 35.00 mL to 40.60 raL?
Mohr's circle is shown for a point in a physical object that is subjected to plane stress. Each grid square is 520 psi in size. (a) Determine the stresses Ox, Oy, and the magnitude of Txy and show them on a stress element. (b) Determine the principal stresses and the magnitude of the maximum in-plane shear stress acting at the point and show these stresses on an appropriate sketch (e.g., see Figure 12.15 or Figure 12.16). X Ø C y b
Situation 14: A sample of dry coarse-grained material was shaken through a nest of sieves and following results were obtained: Diameter (mm) 4.750 2.000 Sieve No. Mass Retained (grams) 4 10 14.80 20 0.850 98.00 40 0.425 90.10 100 0.150 181.90 200 0.075 108.80 Pan 6.10 42. Which of the following most nearly gives the effective diameter of the soil sample? c. 0.12mm d. 0.06mm a. 0.10mm b. 0.08mm 43. Which of the following most nearly gives the uniformity coefficient of the soil sample? (D6o = 0.44mm) а. 6.93 b. 6.48 с. 4.40 d. 5.21 44. Which of the following most nearly gives the coefficient of curvature of the soil sample? (D30 = 0.19mm) а. 0.61 b. 0.82 с. 0.53 d. 1.10 USDA Texturel Cle eniiegtion Suvotem
The following is a tabulation of volumes of cut and fill. The shrinkage factor of the material is 10%. volume in cut or fill in m2 Station 1+000 200 1+020 150 1+040 180 1+060 140 1+080 110 1+100 190 1+120 120 1+140 -40 1+160 -120 1+180 -90 1+200 -80 1+220 -200 1+240 -220 1+260 -110 1+280 -320 1+300 -280 From the result of the mass diagram, answer the following: v in m What is the mass ordinate at station 1+060? ( Select 1 v in m What is the mass ordinate at station 1+2602 I Select 1 m3 What is the free haul volume if one of the station limits of FHD is at 1+100? (Select m3 What 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? Select Which is a characteristic of the mass diagram? Select] What is the accumulation of volume? 1Select 1
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.
Calculate temporary and permanent hardness of a sample of water, which on analysis is found to contain the following: Ca(HCO3)2 = 16.2 mg/L; Mg(HCO3)2 = 7.3 mg/L; MgCl2 = 9.5 mg/L; CaSO4 = 13.6 mg/L.
Given the following data: B. Compact Unit Weight Determination Fine Aggregate a. Weight of measure, g. 300.00 b. Weight of measure + sample, g. 8,820.00 c. Weight of sample, g. (b) – (a) d. Volume of measure, cm e. Unit weight, g/cm 1.019 Determine the diameter in cm of the bucket if V=3.1416(d) (21.23)/4. Continues computation and write your answer in 2 decimal places O 22.39 O 32.29 O 23.92 O None of the abovel O 23.29
Determine: 1. The percent finer in Sieve # 20 2. The percent finer in Sieve # 80 3. D60from the grain-size distribution curve 4. D30from the grain-size distribution curve 5. D10from the grain-size distribution curve 6. The coefficient of gradation 7. The uniformity coefficient Please answer this asap. For upvote. Thank you very much
Problem 1 A sample was shaken through a nest of sieves and the results are obtained. Draw the particle size distribution curves and interpret the graph. Diameter Mass Retained Sieve No. (mm) (gram) 4 4.75 25 8 2.38 80 10 2.00 110 20 0.84 160 40 0.42 180 60 0.25 220 80 0.180 380 100 0.149 590 200 0.074 110 Pan 85 Determine the: 1. Particle Size (%Gravel, %Sand, % Silt and % Clay) according to USCS 2. Effective Grain Size (D10) 3. Coefficient of Uniformity (Cu) 4. Coefficient of Curvature/Gradient (Ce) 5. Sorting Coefficient (S)