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Q1: 8. What cements would be appropriate for concrete pavement repair under winter conditions?See Answer
Q2: 4. Calculate the compound composition for a Portland cement having the following oxideanalysis: a. C= 64.15%, S = 21.87%, A = 5.35%, F = 3.62%, S= 2.53% b. C= 63.54%, S = 23.09%, A = 3.61%, F = 6.38%, § = 2.29%See Answer
Q3: 2. In 2019, Portland cement consumption in the US was about ? (metric tons), and the cement consumption in the whole world was about ? (metric tons)See Answer
Q4: a) Determine the distance, c (which locates the neutral axis from the top of the beam) for the beam section shown below. b) Does the beam satisfy ACI minimum and maximum reinforcement limits? Use fc'=4X00 psi and fy=5X000 psi. See Answer
Q5: 6) (400 points) Type a 1–2-page memo describing the tests and results of the hardenedconcrete tests. Be sure to include the following: a. A clear purpose/objective for the memo. (Hint: Whybeing tested?)are the concrete specimens b. Logical conclusions and recommendations based on the objective. c. Follow the writing resource guidelines. d. ALL tests and results ALL necessary calculations and figures in the appendix. f. Specify if the hardened concrete mix meets the requirements of the design. g. Give recommendations based on lab results.See Answer
Q6: 3) (100 points) What is the objective/purpose of the concrete memo?See Answer
Q7: The attached worksheet was obtained in a laboratory design of asphalt concrete mixture for medium traffic. Carry out the required analysis and hence complete the table. Using the average results for each asphalt content, plot the necessary graphs and determine the optimum asphalt content based on air voids content requirement. Verify whether the optimum asphalt content determined will meet the GHA dense-graded specifications for medium traffic given in the table below. Use the following specific gravity values for your analysis: Bulk specific gravity of aggregates, Ga=2.65, Specific gravity of bitumen (asphalt), Gs=1.02 You should show sample computations involved in your analysis. Marks will be awarded forclarity of DEssentation. Average values of parameters are not required in shaded regions on the laboratory worksheettable for Q but are required in the areas with a tick (V) for all asphalt contents. See Answer
Q8: 4.9. Determine the nominal moment capacity of the section in Fig. 4. la using the reinforcement areas from Problem 4.1. f, = 60,000 psi.See Answer
Q9:data sheet for Hardened concrete lab Concrete compressive strength (ASTM C39): Name of CylinderSee Answer
Q10:Evaluation of Corrosion Cracks Induced by Accelerated Corrosion Technique for 1 Cylinder Cement= 2.08kg Course aggregate = 5.924kg fine aggregate = 4.1184 kg Water = 1.144 kg salt=46.8 g fiber glass =26 gSee Answer
Q11:Consider a rectangular section with a height of 20" and a width of 12". The strain distribution on this section features a strain of 0.0015 at the top of the height and a strain of -0.0010 at the bottom of the height. This section is made out of a linear elastic material with a modulus of elasticity equal to 12,000 ksi. Determine the effective axial load and moment acting about the gross centroidal axis and the curvature of the section.See Answer
Q12:Consider the same section as in Problem 2; however, now the strain distribution on this section features a strain of 0.0005 at the top of the height and a strain of -0.002 at the bottom of the height. Determine the effective axial load and moment acting about the gross centroidal axis and the curvature of the section.See Answer
Q13:Problem 1 The beam shown below is subjected to only two types of loads: live load w.= 0.7 k/ft, and dead load wp= 1.5 k/ft. Based on the ASCE 7-16 basic load combinations, determine the following: (1) maximum factored negative moment Mu at support B (2) maximum factored negative moment Mu at support D (3) maximum factored positive moment M. at section E (mid-span of DF) (4) maximum factored shear V. at the immediately right side of section D F TRB Load combination At C B 16 ft 4 MB = T 32 ft с RD = 327.04 K RD = 146 k + 16 ft 1.2 № + 1.6 WL = 1.2 (1.5) + 1.6 (0.7) PB + RD +RF = 2.92 (1125+) = 327.04 k. 19 =) RB (32) = 3363.84 B = 105.12 K FRD + + 16 ft 2.92 (48) (24) R8 (32) 16 ft = 75.92 K - Moment at D: 2.92 (64) (32) - RB (48) = (2.92 x 48×24) - RF (32) =) RF F 105. 12k 75.92k - 2.92 (16) (8) = √-373.76 k-ft 16 ft = 2.92 k/ft -2 MD = 75.92 (16)- 2.92 (48) (24) 37 Maximum positive My at E =0 because there in (2149.126-11) no positive moment at DF estion with Student's solution | Need to match with Professor's solution | Handwritten solution is needed/nVD = V0 = VD= 64.24 kips 2.92 (48) RF 2-92 (48) -75.92/nops.tutorbin.com/assignment X ← → с image_picker COC... 07-06-23 10:47 AM ops.tutorbin.com/assignment/searching Tutor 4/4 New Tab Untitled docu....docx Untitled docu....docx X Untitled document - Google D X Add New Plagiarism Untitled docu....docx ops.tutorbin.com/assignment/searching Tutor - Google Chrome X ►Tribute to The Legend Sidhu MX (4) WhatsApp Download Download All Feedback Untitled docu....docx Create Breakdown Show Breakdown Google Keep For the HW1, Please consider the following two fundamental load combinations (same in ASCE 7-16 and ASCE 7-22): (1) 1.4D (2) 1,2D + 1.6L The following shows the answers of the first problem: Mu for negative moment at B: 373.8 k-ft Mu for negative moment at D: 1006 k-ft Mu for positive moment at E: 6.4 k-ft Vu for shear at right side of D: 70.96 kips Professor's answer Price Modal Delete X + Q QV difficult *Question Auto Fil Reference < Comment ☆ ★ㅁ ✓ Numerical ✓ Sub Category verify ✔ ⠀ Reset Cancle Create Show all Hide Comment X ← D⠀ (5) Vritika Malik | Microsoft Te X C Activity Chat cos Teams Calendar Calls 19 Files 188 Apps Help Microsoft Teams Chat ✓ ▾ Pinned KK ▾ Recent VM ops.tutorbin.com/session/tuto X G pdf splitter online - Google Se X teams.microsoft.com/_#/conversations/19:2fbde61b-16eb-48be-b8ad-a75fb80d2eac_a9ee132c-a61d-41a4-881b-528e2016cf8c@unq.gbl.spaces?ctx=chat Karan Kumar (You) 23/01 You: we are getting it rechecked by our expert... Vritika Malik not yet SS Operations Shift-1 Anup: 390908 Tutor Issues Vritika Malik: ok AS You: Ok Meenakshi (CSE) M " You: ook Mashud Ⓒlaminsherif234 Bug Reporting - Urgent 11:10 Sahil: jamilahmed.st123456 please cancel ca... Aqeel Hussain 10:04 You: arey kuch nhi,neeche tha to kuch manga l... Anup Singh 06/06 Jivan Jyoti You: ok Rohit Balhara ok Shreni Singh (CSE) You: Ok Chandraket You: Waah TutorBin User added = 0 4efbf2bb-d9bd....jpeg 13 11:44 9 11:24 11:10 06/06 T2 Management 05/06 Jubin: Please do not assign Sahil Sharma- 10... 06/06 06/06 06/06 05/06 25/05 24/05 ilovepdf_split-ra....zip Q Search VM Vritika Malik Chat Files Organisation Activity LinkedIn + K3617ef68-fdd7-....pdf Ō... ō VM VM • (5) Vritika Malik | Microsoft Teams - Google Chrome Download file | iLovePDF X VM Ⓒ Vritika Malik Yesterday 10:15 OK DIDN'T ANSWER Yesterday 10:15 hello, please call prateek (6905) to give answers of session 220542,10 min left,not responding over webchatr and whatsapp Vritika Malik 11:36 ok Vritika Malik 11:44 not yet Type a new message K3617ef68-fdd7-....pdf 3617ef68-fdd7-44cd-91da-64F X 0 Yesterday 8 Ⓒ 0 Today Last read Ok, let me know. + Ok, thanks. Yesterday 10:17 ok 11:35 222485 please tell vaidehi to respond O 11:44 reply aaya? Please let me know when you do. Ⓡ Ⓒ EJ0 0 B Show all : KK X ¹) Wed Jun 7, 11:45See Answer
Q14:IV. Project Management & Deliverables This project is divided into the following deliverables: Project Deliverable 1: Final report Due date is on Sunday 23rd of July, 2023 Students are required to follow the Engineering Design Process • The report should start with an introduction explaining the problem statement and the expected outcome of this project. • • • ● Students need to do the required assumptions to define the different dead loads and live loads applied on the slab. Students need to determine the load along the beam, and find the positive and negative moments for all spans and supports. Student need to design for flexure the continuous beam ABC. All positive and negative moments should be considered. Students need to do a detailed longitudinal reinforcement of the continuous beam ABC. If there is any missing information, you have to do your own assumptions and justify them.See Answer
Q15:Question 1 The maximum aggregate size is limited to (Ref. Sec. 26.4.2.1-a(5)) all of the above O 1/5 of narrowest dimension between formwork sides 1 pts 3/4 of the minimum clear space between reinforcement bars O 1/3 of the slab thicknessSee Answer
Q16:D Question 2 The modulus of elasticity of concrete can be calculated in accordance with [Select] 2 pts [Select] 3618-19 Code. ▪ The modulus of rupture of concrete can be calculated in accordance with 318-19 Code. of ACI of ACISee Answer
Q17:D Question 3 1 pts Which of the following helps reduce shrinkage in concrete? Select all that apply. (Ref. Lesson 2-Material Properties.pdf) O Keep mixing water to a minimum O Use shrinkage reinforcementSee Answer
Q18:Question 4 Match the following (Ref. textbook, class notes, online search) Concrete exposed to freeze-thaw cycles Self Consolidating Concrete [Choose ] 5 pts [Choose ]See Answer
Q19:D Question 5 1 pts The diameter of reinforcing bars in inch for No. 3 to No. 8 bars O is marked on the bar itself is not measurable as the bar may not be perfectly round can only be known after a measurement because it dependents on who manufactured the barSee Answer
Q20:D Question 6 5 pts As you may remember from the CE 533/CE 534 Mechanics of Materials class, the tensile strength of steel is measured by pulling the steel bar as shown below (Fig. 1) and recording the stress at different loading stages. As discussed in Lesson 2-Material Properties. for the concrete, however, the tensile strength is measured using either a flexural test (Fig. 2) or a split cylinder test (Fig. 3). Why the tensile strength of concrete is not tested similar to that for the steel?See Answer

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