Coarse aggregate placed igid buc its unit weight. The following data were obtained: Volume of bucket ½ ft Weight of empty bucket 20.3 lb. Weight of bucket filled with dry-rodded coarse aggregate 69.6 lb. %3D

Coarse aggregate placed igid buc its unit weight. The following data were obtained: Volume of bucket ½ ft Weight of empty bucket 20.3 lb. Weight of bucket filled with dry-rodded coarse aggregate 69.6 lb. %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: c) Consider the following relation R with the functional dependencies: AC-B, AD E, AB-C, E F, BC A, ...

Q: All fixed metal parts that are within_ft horizontally of the inside walls of a permanently installed...

A: Building planning:

Q: Situation - The beam BC shown is supported by a quarter- circular arc AC having a radius of 5 m. The...

A: *Multiple Sub- parts* As per our company guidelines we are supposed to answer ?️only first 3️⃣ sub...

Q: A fine-grained soil has 60% (by weight) silt content. The soil behaves as semi-solid when water cont...

Q: According to IS 456-2000, which one of the following statements about the depth of neutral axis x ba...

A: To Determine On which factors depth of neutral axis for a balanced concrete section depends on.

Q: Check stability of truss

Q: Determine the maximum safe tensile force that can be supported by a 12 mm by 150 mm plate if its all...

Q: The plan of stairs supported at each end by landing spanning parallal with risers is shown in figure...

Q: 16 kN 8 kN 24 kN/m 16 kN/m E A 20 kNm B 1 m 2 m 4 m 2 m

Q: Given a triangular lot ABC with the following data: SIDE BEARING DISTANCE АВ N 68° E 214.46 m BC S 1...

Q: Given data : Water content3D0.3 Void ratio=0.25 Specific gravity=2.7 Determine degree of saturation

A: Given data : Void ratio of soil (e)=0.25 Water content of soil (w)=0.3 Specific gravity of soil soli...

Q: Which of the following best describes the main member in a nailed wood connection? The member throug...

Q: It is a complex of inorganic matters that may or may not contain organic decomposed organic residues...

A: Soil is formed by weathering which is having the said characteristic

Q: graph, and box your final answer. SIT. 1 Two tangents intersect at statio A compound curve laid on t...

Q: Check stability of truss

A: Given data : Number of member (m)=8 Number of Joint (J)=6 Support=1 Pinned and 2 Roller support Numb...

Q: A triangle has sides 12 cm, 18 cm and 16 cm. Find the length of the median to the longest side. Sele...

A: Given, Three sides, let AB =12 cm BC=18 cm CA =16 cm Here BC is the longest side

Q: Determine the shear and moment equations throughout the beam. Using these equations, sketch the shea...

Q: Problem 2)y *For the beam loaded as shown below, by the area-moment theorems, (AMM or AMT), determin...

Q: Although we design for flexure separately from shear, both flexure and axial force can have an impac...

A: Brief concept- There are three types of sections that are generally designed and used in RCC- over r...

Q: Determine maximum principal stress

Q: 1.78 67 2.67 ies in a system having a static l inor loss coefficient of 20. Dete

A: two siphons are in seriestotal head H =80 ft length L=1200 ftdiameter =6 inches =612 ft' =0.5 ft f...

Q: inside diameter of 250 mm. The pole is subjected to a load that varies uniformly from 800 N/m at the...

Q: 3. Calculate the horizontal reaction at the hinge. a. 680.48 kN b. 677.29 kN c. 640.59 kN d. 659.24 ...

A: ##Solution of given problem of hydrostatic force on a submerged gate ##

Q: The steel shaft has four gears with corresponding number of powers as shown. The allowable shear str...

Q: rtical pole has an out inside diameter of 250 mm. The pole is subjected to a waries uniformly from 8...

Q: Determine plasticity index if liquid limit is 40% and plastic limit is 30%

A: Introduction : Plasticity index is equal to difference between liquid limit and plastic limit . The ...

Q: A 4"x8" wood was tested for its compressive strength parallel to the grain. The max load at failure ...

Q: A 500 mm square concrete column carries a factored ultimate vertical column load of780 kN. The verti...

A: as the nominal shear stress coefficient is not given we consider only moment criteria here and calcu...

Q: Conduct a bearing capacity analysis on the Fargo Grain Elevator (see sidebar) and back-calculate the...

A: Given:- groundwater table = 6 ft below ground Soil strata A and B have unit weights of 110 lb/ft3 s...

Q: 3. If the head loss across a cylindrical slow sand filter (d, = 0.5 mm, ø = 0.4, depth = 1 m, diamet...

Q: The plane, pin-jointed frame shown in Figure QA5 consists of two steel members, each with a cross-se...

A: According to given data The plane, pin-jointed frame shown in Figure QA5 consists of two steel memb...

Q: A steel rails have a small gap between them to allow thermal expansion. If the length of each steel ...

Q: A flat steel bar, 25 mm wide by 2 mm thick and 1.5 m long, is bent by couples applied at the ends so...

Q: M1AQ99. For a loaded propped beam in the figure below, design a singly reinforced beam (using the US...

Q: It indicates the range of water content over which a cohesive soil behaves plastically

Q: According to IS 456-2000, which one of the following statements about the depth of neutral axis x ba...

A: The limiting depth of the neutral axis is shown by the figure below,

Q: B. A rigid pavement with a 10-inch slab thickness, 90 percent reliability, E, 4 million lb/in?, 600 ...

Q: You have been instructed to join two existing roads by an even grade from point X to Y. Point X is a...

A: Given Data : Point (X) BS (back sight) (0.425) IS(intermediate sight) FS (foresight) ...

Q: For the beam with the shown loading, generate the shear diagram and label accordingly. w D C a L

A: Draw the FBD of the given beam then construct the equation of shear andd plot the same.

Q: Requirements 2A. shear diagram based on shear equations indicating the shear values at critical poin...

A: To draw SFD and BMD

Q: Explain the relationship between Compressive strength of Concrete (f'c), Tensile strength in Reinfor...

A: Characteristic compressive strength of concrete(fc'):- Is the value of the strength of concrete belo...

Q: A tower is standing on a horizontal ground. To calculate the height of the tower, a surveyor at A, d...

A: To determine the height of the tower. Given, Angle of elevation at A (θ) = 28.4o Angle of elevatio...

Q: tuation - The walkway ABC of the footbridge is stiffened by adding the cable ADC and the short post ...

A: L=5m h=0.9m Diameter of cable=8mm To find weight of person

Q: From the following data, determine the following: • Network Diagram • the Early Start (ES) • the Ear...

Q: 4. What is the standard size of Portland Cement Concrete (PCC) specimens to be tested for compressiv...

Q: A stone is dropped down a well and 7 sec later, the sounds of the splash is heard. If the velocity o...

Q: . Determine the difference in pressure between points A and B from the figure above. Kerosene Benzen...

A: The unit of pressure is kPa , but in option it is given in m.

Q: A mass weighing 9lb stretches a spring 4in. If the mass is pushed upward, contracting the spring a d...

A: For the given conditions, the position u(t), frequency, period, amplitude, and phase of the motion h...

Q: = 30 kN P2 3 = 20 kN = 12.5 kN/m Wp = 7.5 kN/m WL Wi = 10.5 kN/m WD = = 4.5 kN/m 3 m 2.5 m 8 m 10 m ...

Q: Problem 3: A pump is place in a pipe system, the system equation/energy equation is given by h, =15+...

Concept explainers

Analysis and Procedures for Material Selection

The term material selection means to select the right material for various engineering applications. There are various engineering materials available and each has different individual properties. Thorough knowledge of the material properties and behavior is crucial in the design process. For instance, a structural member, such as a beam, is used to support vertical shear loads by the building itself. To withstand such loads, the material of the beam must possess adequate strength and stiffness to resist any deformation that might lead to the formation of cracks.

Question

Pls solve fast and correct do not solve wrong

Coarse aggregate is placed in a rigid bucket (mold) and rodded with a tamping rod to determine
its unit weight. The following data were obtained:
Volume of bucket ½ ft
Weight of empty bucket = 20.3 lb.
Weight of bucket filled with dry-rodded coarse aggregate = 69.6 lb.
3.
%3D
Calculate the dry-rodded unit weight, and if the bulk specific gravity of the aggregate is 2.620,
calculate the pereent voids between the aggregate particles. Assume the unit weight of water =
62.4 lb/ ft.

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 12 images

SEE SOLUTION Check out a sample Q&A here

Knowledge Booster

Analysis and procedures for material selection

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

Calculate the percent voids between aggregate particles that have been compacted by rodding, if the dry-rodded unit weight is 88.0 lb/cu ft and the bulk dry specific gravity is 2.701.
Coarse aggregate is placed in a rigid bucket and rodded with a tamping rod to determine its unit weight. The following data are obtained: Volume of bucket =14L Weight of empty bucket = 9.21kg Weight of bucket filled with dry rodded coarse aggregate: Trial 1 =34,75 kg Trial 2 =34.06 kg Trial 3 =35.74 kg a. Calculate the average dry-rodded unit weight b.If the bulk dry specific gravity of the aggregate is 2.620, calculate the percent voids between aggregate particles for each trial.
Coarse aggregate is placed in a rigid bucket and rodded with a tamping rod to determine its unit weight. The following data are obtained:Volume of bucket = 14 LWeight of empty bucket = 9.21 kgWeight of bucket filled with dry rodded coarse aggregate:Trial 1 = 34.75 kgTrial 2 = 34.06 kg Trial 3 = 35.74 kga. Calculate the average dry-rodded unit weightb. If the bulk dry specific gravity of the aggregate is 2.620, calculate thepercent voids between aggregate particles for each trial.
Coarse aggregate is placed in a rigid bucket and rodded with a tamping rod to determine its unit weight. The following data are obtained:Volume of bucket = 12 ft3Weight of empty bucket = 20.3 lbWeight of bucket filled with dry rodded coarse aggregate:Trial 1 = 76.6 lbTrial 2 = 75.1 lb Trial 3 = 78.8 lba. Calculate the average dry-rodded unit weightb. If the bulk dry specific gravity of the aggregate is 2.620, calculate the percent voids between aggregate particles for each trial.
Problem 1: ProCoarse aggregate is placed in a rigid bucketand rodded with a tamping rod to determine itsunit weight. The following data are obtained: Volume of bucket = 1/3cuftWeight of empty bucket is 18.5 lbWeight of bucket filled with dry rodded coarse aggregate = 55.9lb a. Calculate the dry-rodded unit weightb. If the bulk dry specific gravity of theaggregate is 2.63, calculate the percent voids inthe aggregate.
Void Content—Calculate the void content in the aggregate using the bulk densitydetermined by either the rodding, jigging or shoveling procedure, as follows:
Calculate the percent voids between aggregate particles that have been compacted by rodding, if the dry-rodded unit weight is 1161 kg/m3and the bulkdry specific gravity is 2.639.
3. Coarse aggregate is placed in a rigid bucket and compacted with a tamping rod to determineits unit weight. The following data are obtained:• Volume of bucket = 0.5 ft3• Weight of empty bucket = 20.3 lb• Weight of bucket filled with dry compacted coarse aggregate = 76.8 lba) Calculate the dry-compacted unit weight of the aggregate.b) If the bulk dry specific gravity of the aggregate is 2.620, calculate the percent voids.
Calculate the bulk specific gravity of combined aggregate if you know the specific gravities of coarse aggregate (C), fine aggregate (F) and Mineral Filler (MF) are 2.61, 2.63 and 2.71 respectively. The percent for C, F, and MF can be determined based on the gradation shown below
Show complete solution. Coarse aggregate is placed in a rigid bucket and rodded with a tamping rod to determine its unit weight. The following data are obtained: Volume of bucket = 9.3 Liters Mass of empty bucket = 9 kg Mass of bucket filled with dry-rodded coarse aggregate: Trial 1 = 30.25 kg Trial 2 = 29.76 kg Trial 3 = 31.12 kg a. Calculate the individual dry-rodded unit weight for each trial and the average dry-rodded unit weight of all trials. b. If the bulk dry specific gravity of the aggregate is 2.65, calculate the percent voids between aggregates particles for each trial and the average percent voids of all trials.
ProCoarse aggregate is placed in a rigid bucketand rodded with a tamping rod to determine itsunit weight. The following data are obtained: Volume of bucket = 1/3cuftWeight of empty bucket is 18.5 lbWeight of bucket filled with dry rodded coarse aggregate = 55.9lb a. Calculate the dry-rodded unit weightb. If the bulk dry specific gravity of theaggregate is 2.63, calculate the percent voids inthe aggregate.
Coarse aggregate is placed in a rigid bucket and rodded with a tamping rod to determine its unit weight. The following data are obtained:Volume of bucket = 1/3 ft3Weight of empty bucket = 18.5 lbWeight of bucket filled with dry rodded coarse aggregate = 55.9 lba. Calculate the dry-rodded unit weightb. If the bulk dry specific gravity of the aggregate is 2.630, calculate the percent voids in the aggregate.