From the results of a sieve analysis given below compute for the coefficient of gradationSieve No. Mass retained (g)040608914012241020406080100200Pan2105612 Classify the soil according to Unified soil classification which has LL of 26 and PL of 19Sieve No.41020406080100200PanMass retained (g)044568251106928535

1) Soil weight= 0+40+60+89+140+122+210+56+12 =729 g

Answered: From the results of a sieve analysis…

From the results of a sieve analysis given below compute for the coefficient of gradation Sieve No. 4 10 20 40 60 80 100 200 Pan Mass retained (g) 0 40 60 89 140 122 210 56 12

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: Cylinder of height 2H. radius R. centroid at (0,0.H), axis e3 undergoes deformation x = o(z) = z +…

Q: Line Line AB BC CD DE EA Bearing Dist(m) X 150.00 157.50 165.00 172.50 Distance Bearing S 39° 54' W…

Q: 2.68 The homogeneous gate shown in Fig. P2.68 consists of one-quarter of a circular cylinder and is…

A: Given data:

Q: What are the types of failure in static bending?

A: Static load refers to bending caused by an ongoing load or a load that is introduced very gradually.

Q: The time for 50% consolidation of a 1-in. thick clay layer (drained at top and bottom) in the…

Q: 1.1 For the structure shown in Figure P1-1 F₂2 20 in Member 1 F3 15 in- Member 2 F 10 in Member 3…

A: There are generally two approaches to matrix analysis of structures:- 1. The stiffness Matrix…

Q: Draw the orthographic side view of the given image with proper dimensions.

A: TO draw Orthographic Side View of the given image

Q: When the U-tube is not rotated, the water stands in the tube as shown. If the tube is rotated about…

Q: Year Abu Dhabi Nationals Non-nationals Total 1980 85644 361,056 1985 125105 430,054 (National,…

A: The year and their respective population is given in table.

Q: Shown below are the results of water quality analyses of the Thames River in London. The water is…

Q: Determine the horizontal and vertical components of the orce which the pin C exerts on member BC of…

A: Given : Determine the horizontal and vertical component of force which pin c exert on member BC ?

Q: Mohr's circle is shown for a point in a physical object that is subjected to plane stress. Each grid…

Q: DRAW THE SHEAR AND MOMENT DIAGRAM OF THE BEAM LOADED AS SHOWN BELOW AND DETERMINE THE VALUE OF Vmax…

A: Given data Last 2 digit = 59 So, 4+59 = 63 KN/m 5+59 = 64 KN 8+59 = 67 KN/m Draw shear force and…

Q: Prepare a table of chords and deflection angles for staking out a 600 foot radius circular curve…

Q: A typical aluminum-alloy scuba diving tank is shown in the figure. The outside diameter of the tank…

A: Given data, The outside diameter of the tank, d = 180mm Wall thickness t, = 13mm Pressure in the…

Q: 2. Four forces act on bolt A as shown. Determine the resultant of the force on the bolt. F₂ = 80 N y…

Q: A simply supported rectangular beam of length L has a width of b and an effective depth of d.…

A: Given: fc = 28 MPa fy = 420 MPa b = 390 mm d = 615 mm d' = 165 mm L = 5.85 mm Wd = 27.79 kN/m Wl =…

Q: An open cylindrical tank 2 m in diameter and 4 m high contains water to a depth of 3 m. It is…

A: Given data Depth of tank (H) = 4m Depth of water (h) = 3m Diameter of tank (D) = 2m Find a.…

Q: Hi for fy in step 2 why do you add 5?

Q: 3. Determine the support reactions for the below problem. Draw all appropriate FBD w=2 // FT. PIN…

A: Make free body diagram by replace support with reaction. For hinge we have horizontal and vertical…

Q: How would you balance an overhung rotor in the presence of cross effect?

A: An overhung inflexible rotor is one that has its equilibrium remedy planes situated externally in…

Q: 250 lbs. of contaminated soil containing 0.500 g of a pollutant per kilogram of soil will be treated…

A: Given, Mass of contaminated soil = 250 lb or 113.4 kg Concentration of pollutant, Co = 0.5 gm/kg…

Q: 1. By using Double Integration Method, Determine the deflection at the midspan of the beam shown. 30…

A: Given: E=200 GPaI=1460×106 mm4 An overhanging beam with hinge support at A and roller support at B…

Q: 10. Cable ABCD supports the loading shown. Determine the maximum tension in the cable and the sag of…

Q: A given reactant decomposes in water with a first-order rate constant of k = 0.43 s-1. If a feed…

A: Given Data : Rate constantk=0.43 s-1 Inital ConcentrationA∘= 1.0 mol/L Rate (Q)=0.1 m3/s

Q: The populations of Abu Dhabi (National, Non-National, and Total) and UAE are shown in the following…

A: Solution: Given: As we have to answer underlined groups only, it will be the population growth rate…

Q: Q.7 Combined Stresses υπFigui ut ινια. atchars COMmea ass... A solid shaft of 100mm diameter of a…

A: Given data- Diameter of the solid shaft d =100 mm, Axial compressive load=100π kN, Torque T=5π kN-m,…

Q: A rectangular beam reinforced for both tension and compression bars has an area of 1450 mm² for…

A: Answer To calculate the maximum service load P we need to equate maximum moment on beam due to load…

Q: A circular channel (n = 0.013) has a diameter of 4.75 ft and is laid on a slope of 0.5%. The flow…

Q: The flexural rigidity, EI, is constant from point A to point D. Use point A as the origin for the x…

Q: The top box weighs 125 lbs. and the bottom box weighs 150 lbs. The coefficient of static friction…

A: Given : Weight of top box = 125 lbs weight of bottom box = 150 lbs coefficient of static friction =…

Q: 3. Determine the force in CD of the cable if the force in BC is 34 lb. 7 ft 34 15 B 50 lb

A: Given : Force in BC = 34 lb Determine force in CD ?

Q: A line of levels is run from BM1 to BM2, which is 12 km long. Elevation of BM1 was found out to be…

A: Given, L = 12 km BS = 150 m FS = 100 m Elv (BM1) = 100 m Elv (BM2) = 125.382 m

Q: For the beam and loading shown, for section n-n (y = 75mm (from base), 1 = 79.688 x 106 mm)…

A: Given data ȳ = 75 mm ( from bottom) I = 79.688 × 106 mm4 Find maximum shear stress and shear…

Q: In Problems 7.18 through 7.20, compute and tabulate the azimuths and bearings of the sides of a…

Q: 20 cm ww 10 cm 5 mm

Q: Determine the equation of the deflection of the elastic curve for the beam shown and the value of…

A: Given: Use the double-integration method. To find: Equation of the deflection of the elastic curve…

Q: Assume that (b you know the reactions at A and F. Draw a free-body diagram that would allow you to…

A: Given : Determine the force in member BC ?

Q: 1. Draw the shear and moment diagrams of the following beam loaded as shown. Also indicate the…

A: A loaded beam is given and it’s been asked to draw shear and bending moment diagram, please refer…

Q: Draw the shear and moment diagrams of the given beam shown below.

A: ∑MB=0-6×1×0.5 + 12×5×8×4 - RD×8 + 12×4×2×9=0RD=14.13 kN ↑∑V=0RB+RD=6×1 + 12×5×8 + 12×4×2RB+14.13=6×1…

Q: The cross-sectional dimensions of a beam are shown. Assume by-2.125 in., t-tw-0.375 in. and d-3 in.…

A: Given data Find 1. Moment about z-axis when bending stress generated at K is 2230 psi (tension).…

Q: For the beam and loading shown, use the double- integration method to determine (a) the equation of…

Q: #3A. The rigid bar AB, attached to two vertical ods as shown, is horizontal before the oad P is…

A: The definition of vertical motion is a motion that is normal to some defined horizontal surface. As…

Q: The beam shown will be constructed from a standard steel W-shape using an allowable bending stress…

Q: Problem 10.35 Take that a = 38 mm. (Figure 1) Figure 1 of 1 Part A Determine , which locates the…

A: Given data : a = 38 mm To find :

Q: Draw the influence lines for forces in bars AL and KJ. Using the influence lines, determine the…

Q: Compare and contrast the differences between non-pre-stressed structural units versus pre-tensioned…

A: Non-pre-stressed units:- In engineering, reinforced concrete is a composite. By including…

Q: A pipe line of length 2000 m is used for power transmission. If 110.3625 KW power is to be…

A: Given- Length of pipe L=2000 m, Power transmitted =110.3625 kW, Pressure p=490.5 N/cm2,…

Q: Classify the soil by the USCS system.

Q: The Optimistic Time (O), most likely Time (M) and Pessimistic Time (P) (in days) of the activities…

A: Given- The Optimistic Time (O), most likely Time (M) and Pessimistic Time (P) (in days) of the…

Concept explainers

Pricing Excavation and Backfill

Backfill, in construction, is the activity of returning the soil and gravel that are removed during building construction or using them again to toughen and support the foundation of the building or any other structural component.

Question

From the results of a sieve analysis given below compute for the coefficient of gradation
Sieve No. Mass retained (g)
0
40
60
89
140
122
4
10
20
40
60
80
100
200
Pan
210
56
12

Classify the soil according to Unified soil classification which has LL of 26 and PL of 19
Sieve No.
4
10
20
40
60
80
100
200
Pan
Mass retained (g)
0
44
56
82
51
106
92
85
35

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.

Step 2

Step 3

Step 4

Step by step

Solved in 4 steps with 1 images

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

soil mechanic. Classify the soil according to unified soil classification system USCS; if the following data is given : Passing sieve No. 200 =7% / Passing sieve No. 4 = 40% / D10= 0.18, D30= 0.69 and D60= 3/ LL-28%, Pl=19%
SUBJECT: SOIL MECHANICS A. Classify the soil using USCS (with explanation) CHOICES: a. GW (well graded gravel with sand) b. SP (Poorly graded sand) c. SW(well graded sand and gravel) d. GP (poorly graded gravel) B. What is the coefficient of uniformity of the soil? a. 45 b. 65 c. 35 d. 55 B..
What is the correction factor for a soil with Gs=2.70? 0.99 1.03 2.70 None of the above
Classify the following soil by the Unified Soil Classification System. Percent passing No. 4 sieve = 82Percent passing No. 10 sieve = 71Percent passing No. 40 sieve = 64Percent passing No. 200 sieve = 41Liquid limit = 31Plasticity index = 12
For a soil, given e= 0.75, w= 22%, Gs= 2.66, calculate the degree of saturation. a.14.91 b.78.03 c.18.91 d.94.85
For a given soil show that:
SUBJECT: SOIL MECHANICS A. Determine the approximate size of the soil CHOICES: a. 0.079mm b. 0.093mm c. 0.140mm d. 0.115mm B. Determine the approximate coefficient of Curvature CHOICES: a. 0.69 b. 0.84 c. 0.51 d. 1.03 C. Classify the soil using AASHTO classification system (with explanation) CHOICES: a. A-1-a b. A-3 c. A-1-b d. A-2-4
Explain the Bowles (1968) Allowable Soil Pressure Chart Based on Meyerhof ?
Classify the following soil using USCS Classification System Parameter Soil A Soil B Gravel 50 0 Sand 40 14 Silt & Soil 30 77 Liquid Limit 25 45 Plasticity Index 15 20
Shear Strentgh of the soil 2004
For a soil, given e= 0.75, w= 22%, Gs= 2.66, calculate the dry density of soil in slug/ft3. Note ρ of water= 1.94 slug/ft3 a. 3.8 b. 2.95 c. 3.6 d. 2.85 With fbd if necessary
Classify Soil C using the following