theoretical maximum value of the dry unit weight of soil at that water content is equal
Q: PROBLEM 1 Heavy oil discharges from a pipe through a sharp-crested, 100-mm-diameter orifice having…
A: Note: Hi! Thank you for the question, As per the honour code, we are allowed to answer three…
Q: Problem I. Solve the problem using Conjugate Beam Method. Given the figure, determine the following…
A:
Q: Heavy oil discharges from a pipe through a sharp-crested, 100-mm-diameter orifice having discharge…
A:
Q: ading on its bottom surface is trapezoid determine the intensity w, and then dra d moment diagrams…
A:
Q: Draw Shear & Moment diagrams 12k/f 5' 8' 3' B
A:
Q: A 10-cm diameter x 20 m long closed conduit pipe inclining at 45°, flowing upward full of water at a…
A: Given, D = 10 cm or 0.1 m L = 20 m P1 = 50 kPa f = 0.02
Q: A simply supported rectangular beam of length 6.45m has a width of 437.5 and an effective depth of…
A: Assume f'c = 28 Mpa Fy = 420 MPa α2 = 0.85 - 0.0015 * F'c = 0.808γ = 0.97 - 0.0025 * F'c = 0.9find…
Q: solution
A:
Q: Q4/ For the figure 2: 1-value of the contour interval. 2- value of x. 3- draw the .profile of…
A: There are 4 contour lines and 5 contour intervals between contour line 50 and contour line 75. That…
Q: Q2. In Figure Q2, ropes AB and AC are tied at point A which is 5 m from the base of the tree, O. The…
A: Given: Tension in AB and AC be 60 N and 80 N respectively. Required : Magnitude of moment about…
Q: Example: The simply supported beam shown P=6KN. Determine the maximum is subjected to the…
A:
Q: Problem I. Solve the problem using Conjugate Beam Method. Given the figure, determine the following…
A: As per bartleby guidelines, only 1st 3 parts among multiple parts questions need to be solved.…
Q: نقطة واحدة The folds represent the forms نقطة واحدة The ratio of volume of voids :to volume of…
A: 1. Void ratio The ratio of volume of voids to volume of solids is termed as void ratio. Porosity is…
Q: 110 116 ↑ ↑ For the linear measurements project, Ali and Ahmed crossed a specified distance with 110…
A:
Q: oblem :Water is discha a 30 angle above the he rizontal distance of 36
A:
Q: Q7/ Lake A losses feed Lake B. The distance between them is 3.5 km. Lake A has a water level of…
A:
Q: 2/18 Determine the resultant R of the two forces applied to the bracket. Write R in terms of unit…
A:
Q: نقطة واحدة نقطة واحدة نقطة واحدة When resisting forces are more than driving forces, that is mean…
A: When resisting forces are more than driving forcse. The slope is stable and factor of safety is more…
Q: 2/6 Two forces are applied to the construction bracket as shown. Determine the angle which makes the…
A:
Q: Problem 6.1 The following data are referred to Francis Turbine. Net head, H 60 m, speed N= 750 rpm.…
A: (90- α)→ Guide Vane angle (90- θ)→→ Runner blade angle @inlet (90- ϕ)→ Runner blade angle @outlet…
Q: Compare exposed and unexposed cements based on the results of the experiment. How these results help…
A: Exposed Cement: Cement exposed to the atmosphere will affect its binding properties. The fundamental…
Q: The force between two charges is 120 N. if the distance between the charges is doubled, the force…
A:
Q: Problem :Water is discharge from a 50 mm diameter nozzle which is inclined at a 30 angle above the…
A: Dia of nozzle = 50mm = 0.05m horizontal distance = 3.6m vertical distance = 0.6m It has been asked…
Q: A gravity retaining wall of top width 1 m and base width 3 m and total height of 10 m is retaining…
A:
Q: In the figure below, section A losses are - and the nozzle are 2g 2g Note that point B is the water…
A: Given Dimensions : 150 and 50mm need to find pressure at A
Q: 5) The wide flange beam shown supports the concentrated load P and a total uniformly distributed…
A: a beam arrangement is given as shown in the figure above and it has been asked in the question to…
Q: draw shear Force (S.F.D) and Bending moment diagram (B.MD) For The beam as Shown in Fig Figure (with…
A:
Q: st definition of a conclus
A: The end or finishof any part is known as conclusion.It is added to last part of the subject.
Q: -6w + x + 3y + 6z = -6 |-7w-x-9y - 2z = -33 -4w - 9x + 8y + 9z = -94 -w - 6x - 10y + 9z = -202 From…
A: Variables w, x, y, z are:
Q: ted to sagging B.M Calc um economy if the allow
A: solution of above problem is below:
Q: The lower sand layer in the soil profile shown below is in an artesian condition. Calculate: a) The…
A: h1 = 2m h2 = 2m h3 = 4m Let z be the depth of excavation from top
Q: Determine the positive elastic bending moment capacity about the horizontal axis of the beam having…
A: Asked: To determine the positive elastic bending moment capacity about the horizontal axis for the…
Q: Compaction test in the laboratory gave maximum dry unit weight of 18.15 kN/ m3 mo at optimum…
A: Given data- maximum dry unit weight-γd=18.15 kN/m3optimum moisture contentOMC=w=15%=0.15Specific…
Q: What size threaded round rod is required for member AC shown in Fig. P4-26? The given load is a…
A: Given:- The magnitude of the service live load = 25K The steel used = A36 steel To determine:- The…
Q: Determine the depth of compression block in mm
A:
Q: A stone is released with zero velocity from the top of a tower, reaches the ground in 4 sec. The…
A:
Q: A Aluminum L = 3 ft A = 0.75 in.² E = 10 x 106 psi 2ft 3 ft. с B Bronze L = 4 ft A = 0.25 in.² E =…
A:
Q: A shaft composed of segments AC, CD, and DB is fastened to rigid supports and loaded as shown in the…
A: Rotation of B relative to A = 0 θAB = 0 TA × 2 × 24002132 π × 254 × 30000 + (TA - 1700) × 2 ×…
Q: An embankment is to be constructed with a granular soil (bulk unit weight = 20 kN/m³) on a saturated…
A:
Q: Q1/ Water flow through an orifice meter at an empirical equation Re = 0.35Re0 0.9m. and a rate of…
A: From head equation: p1γ+v122g+z1 = p2γ+v222g+z2 (pressure head, velocity head and datum head at…
Q: B) State whether the sentence is true or false (answer 5 only). 1. The preconsolidation stress…
A:
Q: Determine the maximum shear and moment of the beams shown by drawing the shear and moment diagrams.…
A:
Q: 1. From the given cross section of the proposed barangay road. The road base is 6m and the side…
A:
Q: A train engine of 700 tonnes descends a slope of 1 in 50, increasing its speed from 25 kph to 82 kph…
A:
Q: Stress- strain graph of decellularized, decalcified and untreated bone samples are given below for a…
A: The mechanical properties of bone include all the properties measured and all the mathematical…
Q: 7. Fissile or foliated metamorphic rocks are mono mineral or multi minerals? 8. Which one has more…
A: Multiple choice Questions 7. foliated metamorphic rocks are monominerals 8 clay contain more water…
Q: Value of one of the properties of A36 steel plate within the limit of its elasticity
A: Mechanical Properties Imperial Metric Ultimate Tensile Strength 58,000 – 79,800 psi 400 – 550 MPa…
Q: How would I calculate the normal reactions?
A:
Q: 11.8 For a mean annual air temperature of 45°F and a normal modulus of 22,500 psi, determine the…
A: Given, Normal modulus= 22,500 psi
Q: s the following data: Azimuth of back tangent = 205° Azimuth of forward tangent = 262° Middle…
A:
Step by step
Solved in 2 steps with 1 images
- 3. A dry sand is placed in a container 9 cm3. The dry weight of the sample is 15 g. Water is carefully added to the container so as not to disturbed the condition of the Sample. When the container is filled the combined weight of soil and water is 18 g. Determine the following: a) Void ratio of sample in the container b) Porosity c) Water constant d) Specific gravity of the soil particle e) Saturated unit weight f) Dry unit weightA sample of field soil is tested in the laboratory. The results of Standard Proctor test at optimum moisture content are given in the Table below: At the field, a sample of 552 cm' of this soil weighted 1104 g. The weight of water in this sample was 184 g. Find the degree of compaction (Relative compaction) at Standard Proctor test. Table 1: Standard Proctor test data Mass of wet soil in the mold(g) Volume of proctor mold(cm°) Optimum moisture content% 1656 828 12 CS Scanned with CamScannerSand cone equipment is used to perform Field density test on a compacted arth fil. Soil sample dug from the test hole = 19.88 N Dry weight of soil sample = 17.92 N Ottawa sand used to fill the hole weighs 16.05 N and is known to have a density of 15.74 HN/m. Which of the following gives the water content of the tested soil? O a. 15.45% O b. 12.08% O c. 14.96% O d. 10.94% e. 11.12%
- An undisturbed soil sample was prepared for a triaxial testing. The cylindrical soil sample is 50 mm in diameter and 100 mm long. It has a mass of 360 g. After finding the mass of the entire sample, a small portion was removed and a moisture content test was performed on it. The result of the moisture content test is shown in Table 3(a). Given the specific gravity, G, is 2.70. (i) Compute the moisture content (%) of the soil sample. (ii) By using the soil phase diagram, determine the bulk density (kg/m³), dry density (kg/m³), void ratio, porosity (%) and degree of saturation (%) of the soil sample.A sample of field soil is tested in the laboratory. The results of Standard Proctor test at optimum moisture content are given in the Table below: At the field, a sample of 552 cm of this soil weighted 1104 g. The weight of water in this sample was 184 g. Find the degree of compaction (Relative compaction) at Standard Proctor test. Table 1: Standard Proctor test data Mass of wet soil in the mold(g) Volume of proctor mold(cm). Optimum moisture content% 1656 828 12In falling head permeability test the initial head was 350 mm and the final head was 60 mm. The cross-sectional area of the burette was 200 mm2. The sample was 50 mm in diameter and 105 mm long. If the test took 8 hours and 30 minutes, what was the coefficient of permeability of the soil in m/s?
- A soil sample was compacted. The result of the standard proctor test shows that at 100% compaction, the soil weighs 132.3 pcf with optimum moisture content of 14%. Gs = 2.67 a) What is the saturated unit weight of the soil in pcf? b) What is the maximum dry unit weight of the soil (at zero air voids) in pcf?Determine the degree of saturation in percentage in a bulk density determination procedure on a sample of clay with a mass of 683 gm which was coated with paraffin wax. The combined mass of clay and wax was 690.3g. The volume of clay and paraffin wax was found out to be 340 ml. The sample moisture content and specific gravity of soil solids are 16% and 2.73 respectively. Assume specific gravity of the wax as 0.89.2) A moist sample was found to have a volume of 22.3 cubic centimeters and to weigh 29.7 grams. The dry weight of the sample was determined to be 23 grams. Take the specific gravity of the soil solids to be 2.70. Determine the following: a) void ratio b) water content, % c) porosity,% d) degree of saturation of the sample, %
- A Liquid Limit test was carried out on a sample of Clay with the following results: Number of taps 6. 12 26 28 31 Moisture Content 53.4 52.2 48.3 40.0 38.8 37.1 (%6) The results from the Plastic Limit test gave the Plastic Limit of 28%. Determine: a) the Liquid Limit b) the Plasticity Index of the soil c) and Classify the soilA sample of field soil is tested in the laboratory. The results of Standard and Modified Proctor tests at optimum moisture content are given in the Table below: Standard Proctor test Modified Proctor test Mass of wet soil in the mold (g) 1800 2000 Volume of Proctor mold (cm2) 900 1000 Optimum moisture content (%) 12 10 At the field, a sample of 600 cm3 of this soil weighted 1200 g. The weight of water in this sample was 200 g. Find the following: 1- Degree of compaction (Relative compaction) (R%) at Standard Proctor test. 2- Degree of compaction (Relative compaction) (R%) at Modified Proctor test.A sample of soil in natural state having volume of 0.00934 cu.m weighs 18.11kg. The sample is allowed to dry in an oven and weight was reduced to 15.67 kg. The specific gravity of solid was found to be 2.67. Determine the following: (a.) Moist unit weight of soil and dry unit weight of soil (b.) Void ratio and porosity (c.) Moisture content and Degree of saturation Show your solutions