Given following data, calculate a. Average specific gravity b. Average absorption value I. DATA TO BE GATHERED:1. Mass of oven-dry test sample in air, g (A)6.19 grams%3D2. Mass of saturated-surface-dry test sample in air, g (B)3. Mass of saturated test sample in water, g (C)6.96 grams3.80 grams%3D

Answered: Image /qna-images/answer/7a74b3ba-8595-4fd0-b7ca-4582adbd8d98.jpg

Answered: Given following data, calculate a.…

Engineering

Civil Engineering

Given following data, calculate a. Average specific gravity b. Average absorption value

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: 1. Determine seepage in ft/day per linear foot of the following sheet pile: Sheet Pile 20 GROUND LEV...

Q: Compound axial member ABC has a uniform diameter of d = 1.25 in. • Segment (1) is an aluminum [E1 = ...

A: Dear student, Please find the answer in the below attachments Thank you

Q: ILLUSTRATE AN ISOLATED SQUARE FOOTING SHOWING A PLAN(TOPVIEW) AND AN ELEVATION(FRONT VIEW) WITH ITS ...

A: When single columns are arranged at a great distance, an isolated footing is among the most commonly...

Q: A rectangular thin plate with Young's modulus 200 GPa and Poisson's ratio 0.30 is subjected to unifo...

A: Given data, Foe rectangular thin plate Young's modulus =200 GPa Poisson's ratio =0.30

Q: 2. An aluminum alloy specimen with a radius of 0.28 in. was subjected to tension until fracture and ...

A: The solution is given below:

Q: An unspecified pure bending moment is used to bend an aluminium rod of radius 2.5 mm elastically int...

Q: the farm water requirement is 18.73 mm/day, the water duty in lps/ha is Answer:

Q: A water course commands an irrigated area 1000 hectares. The intensity of irrigation of rice in this...

Q: to the forces of 50 kN and 80 kN, determine the state of stress at SThe solid rod has a radiuS of 0....

Q: Given the problem: 1.) In the frame, shown, members 'ACE' and 'BCD' are connected by a pin at 'C' a...

A: Given data, Load = 446 N To find out the vertical and horizontal component of C point.

Q: How important is knowing the existence of groundwater in civil engineering? Cite on why groundwater...

A: Importance of ground water in civil engineering. Why do we need to study various aspects of ground ...

Q: Determine the maximum bending moment for the beam shown below. Use a = 9 ft, b = 13 ft, c = 7 ft, an...

Q: Oil (sg=0.87) flows from A to E as shown. The head loss is assumed to be as follows: A to B = 0.45 %...

Q: Analysis of data on maximum one day rainfall depth at Chile indicated that a depth 360 mm had a retu...

Q: The azimuth from south of the tangent from PC to Pl is 223 degrees and PI to PT is 323 degrees. The ...

A: Given data, PC=223°-azimuth PI-PT=323° Central angle=41° Distance,V1-V2=490.1 m Tangent=13×490.1=163...

Q: is F, ? What is the pressure necessary to accomplish this task ?

Q: A tubular post of outer diameter d, is guyed by two cables fitted with turnbuckles (see figure). The...

Q: tô bé lifted and invers a 5hp motor to lift 50 lbs through 40 onds through 40 ft

Q: 49. Tony bought equipment which cost P320000. Freight and installation expenses cost him P15,000 if ...

Q: For the statically determinate system below, draw all three internal force diagrams (N, V, and M) an...

Q: The stepped shaft shown is coupled to a gear at B and fixed at endsA and C. The torque at fixed end ...

A: Given data -

Q: A column 425mm x 425mm supports a dead load of 850kN

A: Given: Dimension of Column = 425 mm x 425 mm Dead load = 850 kN Live load = 750 kN. Allowable soil b...

Q: 1. Determine seepage in ft/day per linear foot of the following sheet pile: Sheet Pile 20 -.... GROU...

Q: 1. Determine seepage in ft/day per linear foot of the following sheet pile: Sheet Pile 20 GROUND LEV...

Q: true or false 5.When analyzing a structure by the method of consistent deformations, we can choose ...

Q: Using the method of sections, determine the force in members FC, BC, and 2. FE of the truss shown be...

A: Determine the force in members FC, BC, and FE of the truss shown below.

Q: the reaction at C. Also determine maximum shear

A: Given data: LAB = 20mm LBC = 250 mm

Q: A tubular post of outer diameter d, is guyed by two cables fitted with turnbuckles (see figure). The...

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

Q: Given the problem: For the truss shown, determine the following: a) Total reaction at support ‘F’...

Q: Determine the maximum bending moment for the beam shown below. Use a - 7 ft, b – 11 ft, c- 5 ft, and...

Q: Problem 1: Water flows through a 75 mm diameter pipe at a velocity of 3misec. Find (a) the volume fl...

A: We have to determine the value of the voluke flow rate of the water in m3/sec as per the given data ...

Q: 1. Draw the influence line for member FC. Use the tabulation method. 2. A uniform live load of 10kn/...

A: Using ILD Solution of a problem 1 and Problem 2

Q: A thin triangular plate PQR forms a right angle at point Q. During deformation, point Q moves to th...

A: Given data, u = 2.4 mm v = 5.8 mm c = 730 mm α = 25° β = 65° To find out the shear strain γ at cor...

Q: The axial assembly consists of a solid 1.04-in.-diameter aluminum alloy [E = 10100 ksi, v= 0.3, a = ...

Q: 1268 N D 418 N 1.5m F A E 1.5m 3m 1.5m B

Q: A sphere is fired downwards into a medium with an initial speed of 27.76 m/s. If it experiences a de...

Q: The vertical and horizontal poles at the traffic light assembly are erected first. Draw the free bod...

Q: The brackets on OA can resist a maximum moment of 150 lb-ft through friction (about the axis OA). Wh...

A: Given -

Q: What is the importance of studying engineering materials?

A: Medicine and health, information and communication, national security & space, transportation, s...

Q: A solid 1.250-in.-diameter steel [G = 11,000 ksi] shaft is subjected to torques TB = 280 lb-ft and T...

Q: 1. Macts in a vertical plane. Find bending stress 30 50 30 M = 20KN- m %3D 30 30 Dimension in mm at ...

A: First calculate the moment of inertia of the cross section of the beam. Then using flexural stress f...

Q: a. Calculate the flow rate out of the reservoir, if at the discharge (point C) the cros sectional ar...

A: Given -

Q: ll of oil that has a density of 900 kg/m3. Find the work W required to pump the oil out of the spout...

Q: Two polymer bars are connected to a rigid plate at B, as shown. Bar (1) has a cross-sectional area o...

Q: 2. A simply supported rectangular concrete beam of span 8m has to be prestressed with a force of 160...

Q: For the beam loaded as shown in the figure below, determine the following unknowns using any method....

Q: Refer to figure. The butt connection shows 8-22 mm diameter A325 bolts spaced as follows: S1 = 40 mm...

A: Given : Type of connection → Butt connectionNumber of bolts, n = 8Diameter of bolt, ϕ = 22 mmS1 = 40...

Q: The copper pipe [G = 8,000 ksi] has an outside diameter of 3.625 in. and a wall thickness of 0.250 i...

Q: A reservoir with as surface area of 300 hectares had the following average values of climate paramet...

Q: Find Void ratio

A: Introduction : Void ratio is ratio of volume of void upon volume of solids Given data : The value o...

Concept explainers

Principles of Seepage

In hydrology, when water flows down in a pore or crack of unsaturated soil due to gravity, the deep layer of soil is called seepage. It is the slow movement of water in the soil layer. Seepage is mainly found near hydraulic structures and is responsible for the stability of earthen-type hydraulic structures.

Question

Given following data, calculate

a. Average specific gravity
b. Average absorption value

I. DATA TO BE GATHERED:
1. Mass of oven-dry test sample in air, g (A)
6.19 grams
%3D
2. Mass of saturated-surface-dry test sample in air, g (B)
3. Mass of saturated test sample in water, g (C)
6.96 grams
3.80 grams
%3D

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 with 2 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

In a liquid limit test, using cone penetrometer, the following readings are recorded. Plastic Limit test Weight of wet soil+container= 22.12g Weight of dry soil+container=21.42g Weight of container = 13.07g Natural water content test Weight of wet soil+container= 17.53g Weight of dry soil+container=14.84g Weight of container = 7.84g A.Compute the liquid limit B.Compute the plastic limit C.Compute the natural water content D.Compute the plasticity index E.Compute the liquidity index F.Compute the consistency index 7. Define the consistency of the soil based on the liquidity index
the ultimate BOD of the sample after 6 days was 27.8 mg/l . the value of y6 was 22 mg/l . calculate the rate constant value ( base e)
The data below was obtained experimentally to determine the BOD of an untreated water sample. Calculate BOD.Day: 1, 2, 4, 6, 8BOD, mg/L: 32, 57, 84, 106, 111
The dry weight of a sample is 330 g, and its weight when saturated with water is 360 g. The apparent weight of this sample in water is recorded as 225 g. Given that the density of water is 1g/cm3, find the porosity of the sample. Assuming the sample is coated with a material of negligible weight. Is the porosity effective or total?
A glass cylinder 5 cm internal diameter and with a screen at the bottom was used as a falling head permeameter. The thickness of the sample was 10 cm. With the water level in the tube at the start of the test as 50 cm above the tail water, it dropped by 10 cm in one minute, the tail water level remaining unchanged. Calculate the value of k in mm/s for the sample of the soil. a. 0.3788 b. 3.72 x 10^(-1) c. 0.750 d. 0.106
Calculate the arithmetic average and thickness-weighted average oil saturation. SAMPLE THICKNESS , h Oil Saturation, % 1 2 75 2 3.5 74 3 1 73 4 4 76 5 2 75 6 2 72
Flow Properties (Calculation) Given: True volume= 2.76 ml Bulk density=1.86 g/ml Bulk mass= 3.57 g Unknown: What is the flow characteristic of the sample? Note: Use the guide question to accomplish this section. Enter ALL numerical answers to the 3rd decimal place and INCLUDE the unit (if applicable) Questions: What is the bulk volume of the sample? What is the Hausner ratio? What is the Compressibility Index? What is the flow characteristics of the sample?
Why was the field sample test method developed? Name the three methods for reducing field sample.
In a liquid limit test, using a cone penetrometer, the following readings were recorded. Moisture Content (%) Cone Penetration (mm) 32.26 14.4 41.92 16.4 51.96 18.2 64.52 21.2 72.76 22.3 Plastic Limit Test: Weight of wet soil + container 22.28 g Weight of dry soil + container 20.42 g Weight of container 13.39 g Natural Water Content: Weight of wet soil + container 17.69 g Weight of dry soil + container 14.84 g Weight of container 8.16 g Determine: A. Liquid Limit B. Plastic Limit C. Natural Water Content D. Plastic Index E. Liquidity Index
02. In the soil mechanics laboratory of UCONTI, the following masses were obtained: Wet sample weight + container weight = 148.9 gr. Dry sample weight + container weight = 112.8 gr. Sample container weight = 38.6 gr. Calculate the moisture content of the sample
Subj- civil Q. An undisturbed soil sample that is cylindrical in shape and measures 3 in (76.2 mm) in diameter by 6 in (152.4 mm) in length after oven drying weighs 2.57 lb (1.166 kg bulk) as opposed to 3.04 lb (1.38 kg mass). What are the densities and the weights in (a) wet and dry units? Additionally, find out the moisture content.
Determine the moisture content of the following sample:Wet Weight 1600.6 gDry Weight 1542.5 g