Bk S, Aggregace 2674 %Ac | spee o Soaroed AC of Agg g 00 Eeie SG. Mg 2717 weigh, et (g Vo | O Sabiey b () VPR | Messured | Adusid Pl 25 mm) Compaction: 75 BlowsSpecific Gravity of AC: 1.030Bulk SG. Aggregate 2.674Grade AC: AC-20Project:Location:TrialAb so rbed AC of Aggregate: 0.6%Effective S.G. Aggregate 2.717Mix:DateMass, gramsStability, Ibs. (N)% ACUnitWeight,pcf(Mg/m)Spec.HeightSat.SurfaceMax.Flow0.01 in.Bulkby wt.of mix,Spec. No. (mm)Bulk S.G% AirVoidsInSG.In AirVolume,%VMA%VFAMeasuredAdjustedSpecimen (LooseMix)in.Water Dry InAir(0.25 mm)CC726.4 1246.3723.3| 1242.6724.1 1245.93.5- A1240.6148.924403.5-B1238,7148,8242073.5 -C1240.1148.32510Average 63.52.5707,314.048.04.0- A12443727.2 1246.6149.52180727.0 1247.6727.9 1244.04.0- B1244.6149.222604.0 - C124 2.6150.22310Average 63.52,5506.013.957.14.5-A1249.3735.81250.2151.22420728.1 1251.6735,3 12 53.14.5-B1250 8149.123104.5 -C12 51.6150823406.Average 63.52.531150.54.713.9бб.15.0 -A5.0 -B1256.7739.81257.6151.42290101258.7742,7 1259.3152.02190105.0 - C1258.4737.51259.1150.52240Average2,51115133.413.875.263.55.5 - A1263.8742.61264.3151.2221011741.4| 1259 4742.5 1259,55.5-B12588151.62300105.5-C125881 52.0221010Average 63.52.52,493151.614.182,1

Introduction : An running air conditioning system compressor is the most significant ancillary load…

Answered: Bk S, Aggregace 2674 %Ac | spee o…

Bk S, Aggregace 2674 %Ac | spee o Soaroed AC of Agg g 00 Eeie SG. Mg 2717 weigh, et (g Vo | O Sabiey b () VPR | Messured | Adusid Pl 25 mm

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: H Dtormme the veluity and pesue atandop velaitjand presue atachon t ad seetinifwaterHans stendily…

A: Solution Given Data Head loss=6 ft from section 1 to 2 Head loss= 1.50 ft from section 2 to 3

Q: 5- What is BOD? There are two types of its test, what are they? DO tagt electrode

A: BOD is biochemical oxygen demand. It is related to sewage. It is the amount of oxygen required to…

Q: A five-sided closed traverse was surveyed over the stations ABCDE. At each station, the back bearing…

Q: EX Plain How to draw the folowing SED, BlMd bum MAG=(,540CNim MeA = 3,09 KN im Msc==3,09 KNim Mas =…

A: Using the end moment values provided the end shear values can be calculated using equilibrium…

Q: Please solve part b only within 30 minutes please help me

A: A column end condition, cross section and yield stress have been given in the question and it has…

Q: Find for the following function: dx 1- y = log2 cosh(2x) 2- y = e(x³+1) 3- xy + x²y = 3 at x = 1 4-…

Q: Dounite fondomente dlfarne beruen the dealyn of meing ond water dishribution mains .

A: In the sewage treatment industry, force mains are pipes that transport sewage at high pressure from…

Q: 1. Draw sf D f BMD 10k 51 5. 1ok 101

A: Hi! Thank you for the question As per the honour code, We’ll answer the first question since the…

Q: the Monthly dem an d for ice caus manufactured ky RBK 1s 3300 pcs. with a manual 6perated guillotine…

A: Monthly demand = 3,300 units Manual cutting cost = P 26 per unit Machine price = P 285,000 New…

Q: CHEN CON SUP OVER OF GRAAL 16:0 gl NING 2014-0 Garage opening dimenion is missing. It is needed to…

A: Okay, I see, even though the image is not clear enough I think I can help you. First, look at the…

Q: 2- A project to manufacture a product is composed of the following activities: path Durations(Day) 6…

Q: 1Defermine The Force CFections?

A: Consider the figure,

Q: Example: For the reinforced concrete beam shown draw the shear force and bending mam ent…

A: Here Length of Beam = 4m

Q: Q3. If ā = 3i – 9j + k, and w = -i+ 8k Comput |2a – 3w|.

A: a=3i-9j w=-i+8k

Q: . Evaign Laslite Softeaer for en inaustrial concern, uing . follereng dea 6 Qt of sn water reguirnd…

Q: (02. 1he taio fthe m anm i ahout is deined y the relation/ 35r. where is CAsdnaans and : scwnds…

Q: 3. 2. 3. Draw I.L for R,, Vd left

A: The FBD of the beam is shown below:

Q: he fiqure belou shous e resour near covin maes and its hined gate shown in red. Caluetk H20 temp is…

A: find horizontal and vertical force

Q: Please explain every detail to me on how they get the 45 that I encircled in a blue pen. Thank you…

Q: atime schedule to the Construction o Line of baian ce te chnique aC rding H.w PrePare 80 houses…

A: Given, Number of houses to be constructed= 80 Rate of building= 5 house/week Total weeks consumed=…

Q: Noor three cats. am are has is have are my men. These that This are my feet. That This Those ООО

A: 1. In first question, Noor is first person. so for first person only has is use not have. hence…

Q: Draw the moment diagram.

A: To draw the bending moment diagram

Q: 4 betexrene he slope al A and he displasseAt

A: Using the Moment area method to calculate the slope and deflection at the required points.…

Q: H-W.2 A boneled Prestrass Concrete beamoas shouwn in fiqure belau. It is Stresseol-Csing nwires of…

A: Beam formation methods are provided by IS-code. These codes are required to design any object…

Q: ticle dispersoid consists of 30 phencal particles:00 les, 100 0um paricle, and 10010-yum partiles.A…

Q: 7Ose vin fual work to c le tkelonizonked displumnt rointE W can use inkegention barnot needed. tabe…

Q: 14.17 Calculate the value of S and Z and the shape factor for the beam cross sections shown.

A: Given: A tee section and a hollow rectangular section Required: Elastic section modulus, plastic…

Q: Problem Solving] Write your COMPLETE SOLUTIONS legibly and box your final answers. Situation 1] A…

Q: Cueston- Calculote min sp auied to ovoiolo heod on Oollison of fwo Curs oPProhing from the opposite…

A: Given data V1 = 90 Km/h V2 = 60 Km/h t = 2.5 sec f = 0.7 Braking efficiency (η) =50% =0.5( note that…

Q: Which of the following gives the critical path of the project. Activity Time (weeks) Nodes…

Q: byusing the slopedeflecdion methedn

A: in the slope and deflection method the unknown are slope and deflections (displacement method ) if…

Q: The best method to determine progress o dewatering activity is Cost ratio .a equivelent wieght…

A: An activity with budgeted cost of 2000 JD, the percent complete of this activity is 40% to date. if…

Q: Find the valbe of the vertical reactioa asAN 245 kN 250 kN 356 kN 326 kN 203 kN Boş bırak

A: Finding out reaction at support.

Q: deten miue Tloege teal steed aree cenerete blede incles =6e Jes)

Q: A crawler dozer with (3.2 x 1 y) blade will be used in dozing operation. The martial is a dry Gravel…

A: Given, V = 3.2 cy O&O cost = 65$/hr Wages = 15$/hr

Q: D.JF Ihe allowable benoliny stresses in tim ber and oteel are 8 ind 140MPA respectively, find tle…

Question

Bk S, Aggregace 2674 %Ac | spee o Soaroed AC of Agg g 00 Eeie SG. Mg 2717 weigh, et (g Vo | O Sabiey b () VPR | Messured | Adusid Pl 25 mm)

Compaction: 75 Blows
Specific Gravity of AC: 1.030
Bulk SG. Aggregate 2.674
Grade AC: AC-20
Project:
Location:
Trial
Ab so rbed AC of Aggregate: 0.6%
Effective S.G. Aggregate 2.717
Mix:
Date
Mass, grams
Stability, Ibs. (N)
% AC
Unit
Weight,
pcf
(Mg/m)
Spec.
Height
Sat.
Surface
Max.
Flow
0.01 in.
Bulk
by wt.
of mix,
Spec. No. (mm)
Bulk S.G
% Air
Voids
In
SG.
In Air
Volume,
%VMA
%VFA
Measured
Adjusted
Specimen (Loose
Mix)
in.
Water Dry In
Air
(0.25 mm)
CC
726.4 1246.3
723.3| 1242.6
724.1 1245.9
3.5- A
1240.6
148.9
2440
3.5-B
1238,7
148,8
2420
7
3.5 -C
1240.1
148.3
2510
Average 63.5
2.570
7,3
14.0
48.0
4.0- A
12443
727.2 1246.6
149.5
2180
727.0 1247.6
727.9 1244.0
4.0- B
1244.6
149.2
2260
4.0 - C
124 2.6
150.2
2310
Average 63.5
2,550
6.0
13.9
57.1
4.5-A
1249.3
735.8
1250.2
151.2
2420
728.1 1251.6
735,3 12 53.1
4.5-B
1250 8
149.1
2310
4.5 -C
12 51.6
1508
2340
6.
Average 63.5
2.531
150.5
4.7
13.9
бб.1
5.0 -A
5.0 -B
1256.7
739.8
1257.6
151.4
2290
10
1258.7
742,7 1259.3
152.0
2190
10
5.0 - C
1258.4
737.5
1259.1
150.5
2240
Average
2,511
1513
3.4
13.8
75.2
63.5
5.5 - A
1263.8
742.6
1264.3
151.2
2210
11
741.4| 1259 4
742.5 1259,5
5.5-B
12588
151.6
2300
10
5.5-C
12588
1 52.0
2210
10
Average 63.5
2.5
2,493
151.6
14.1
82,1

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 : Introduction

VIEW

Step 2 : Explanation

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

4 find the quage readings at A and B in figure ? closed Mercny Air T-5m 0.6 merany S= 13-6 2m Water FO B 个

Par: A Express your answer te three slçalicent tiçures and nclude the apprepriate nits. lamcjates Symbos un rex: fese: keytra d shoitaus lae F.. Par: B Express your ans:er ue ing three siçnificarnt igures. Temalates Symbols Sope/Disalacemen vector uns res: iese! keybra d shoitsuts latp nouren countertiockw'ae fron t i ls Submit Par: C Figure Deterele te sculvele: osu'tei coe monont out () Express your answer te three sinficent tiçures and nclude the apprcpriate nits. Enter positive valuc if the no nen: is coutarcloskvisc and negative vatua if the monent s clcckwise. Temajates Symbois un reg: iese! keybsa d siotus as
50 älbäi Find the Resultant mom ent about pointA. Soo mm 300 mm SON 15N 5ON 30N 30 Rog 3So mm
GIYEN THE cross- SF Clc! of Fll ot XN EXPTHWOPKS ( Pase of fill is 18 m side slope 1:2:r) it 020 4.45 - 16.38 -811
please by using me thod of juint or a lternative calculate the reac tion fovces inter nel fovces and 911 me tho dl.
Frcblem 15 80 Part A Deterine ta end Arist t imst. abran kttaes, ihy lir. Thy les n Exorcsa yeur enver to thrce signfleand gures and ine de the approprlate units. Value Units My Anawars tea Ue Part B - 15 m/s Exurest yc. enove: tu ihrce signficant fgures ie ude the apooprlate units. Value Units Submit y Anewers ata Un ..
Solve using IRC
Q. Finol the area of the field as shoos In figure A wth olistarces measured In feet between Vanious Points atkcked tigure A DISTANCES 1-2 = 75.32 4 2-3 = 5구.구9 3-4 = 55.38 3 4 - 1 = 60-41 1-3 - 83-4나
westion 68- nd the product al Inextia Pxy of the area un feg with sespect to X respect Shown and Y axes.Also fnid Pay with axes. to Centro idal 12cm Gem 0. 3cm
tek zdo FT-K 20 FT DE TERMINE THE LEAC7ong Amp ORAW THE SHENE, MOMENT OIAGFAMS ANO THE OUALTATINE DELEE TED SHAPE OPTHE BE MM bHO LIN ABUVE.
Subject Home Work:- Draw S.FD Gnd B.M.D 24KN.m GHNIM vel 3KN
i need the answer quickly