Materials for Civil and Construction Engineers (4th Edition)
4th Edition
ISBN: 9780134320533
Author: Michael S. Mamlouk, John P. Zaniewski
Publisher: PEARSON
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Chapter 10, Problem 10.8QP
To determine
The tangential, radial, and longitudinal seasoned dimension of the stud.
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A stud had dimensions of 38 mm X89 mm X2.438 m and a moisture content of 150% when it was prepared. After seasoning, the moisture content was reduced to 7%. If the tangential, radial, and longitudinal directions of the
grains are on the same order as the dimensions indicated above, what are the dimensions of the seasoned stud if the moisture-shrinkage relation follows Figure 10.5?
The following information is available from a specific gravity test on coarse aggregate:
wt of SSD CA = 6135 g
wt of submerged CA = 3901 g
wt of oven-dry CA = 6008 g
Calculate the bulk specific gravity (SSD), bulk specific gravity, apparent specific
gravity, and absorption (SSD) of the material
2. Students in the materials lab performed the specific gravity test (ASTM C127)
on coarse aggregate and they obtained the following data:
a. Dry weight = 3862.1 g
b. SSD weight = 3923.4 g
c. Submerged weight = 2452.1 g
Calculate the specific gravity values (dry bulk and SSD).
Chapter 10 Solutions
Materials for Civil and Construction Engineers (4th Edition)
Ch. 10 - What are the two main classes of wood? What is the...Ch. 10 - Prob. 10.2QPCh. 10 - Prob. 10.3QPCh. 10 - Discuss the anisotropic nature of wood. How does...Ch. 10 - Prob. 10.5QPCh. 10 - Prob. 10.6QPCh. 10 - Prob. 10.7QPCh. 10 - Prob. 10.8QPCh. 10 - Prob. 10.9QPCh. 10 - Prob. 10.10QP
Ch. 10 - Prob. 10.11QPCh. 10 - Prob. 10.12QPCh. 10 - Prob. 10.13QPCh. 10 - Prob. 10.14QPCh. 10 - Prob. 10.15QPCh. 10 - Prob. 10.16QPCh. 10 - Prob. 10.17QPCh. 10 - Prob. 10.18QPCh. 10 - Prob. 10.19QPCh. 10 - Prob. 10.20QPCh. 10 - Prob. 10.21QPCh. 10 - Prob. 10.22QPCh. 10 - Prob. 10.23QPCh. 10 - A wood specimen was prepared with actual...Ch. 10 - A pine wood specimen was prepared with actual...Ch. 10 - Prob. 10.26QPCh. 10 - Prob. 10.27QPCh. 10 - Prob. 10.28QPCh. 10 - Prob. 10.29QPCh. 10 - Prob. 10.30QPCh. 10 - Prob. 10.31QPCh. 10 - Prob. 10.32QPCh. 10 - Prob. 10.33QP
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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
- Given the following values determine the moisture content and specific gravity of the wood samples below. Show your solutions. The dimensions of the wood are 350 x 400 х 700 mm. SAMPLE SATURATED OVEN-DRY MOISTURE SPECIFIC NO. WEIGHT (G) WEIGHT CONTENT GRAVITY (G) 1 2500 2300 2 2875 2550 3 4600 2540 4850 4725 5125 5020 6. 5754 5550 7 6000 5835 8. 6254 6125 9. 6855 6700 10 7185 6954arrow_forward2.638, 2.514, 2.437 O 2.651, 2.472, 2.364arrow_forwardThe following information is available from a specific gravity test on fine aggregate: wt of SSD sand = 509 g wt of pycnometer plus sand plus water = 2665g wt of pycnometer plus water = 2329 g wt of oven dry sand = 491 g Calculate the bulk specific gravity (SSD), bulk specific gravity, apparent specific gravity, and absorption (dry) of the material.arrow_forward
- A sieve analysis test was performed on a sample of coarse aggregate and produced the results in Tablea. Calculate the percent passing through each sieve.b. What is the maximum size?c. What is the nominal maximum size?d. Plot the percent passing versus sieve size on a semilog gradation chart.e. Plot the percent passing versus sieve size on a 0.45 gradation chart.f. Referring to Table (ASTM C33), what is the closest size number anddoes it meet the gradation for that standard size?arrow_forwardDefine the fineness modulus of aggregate. What is it used for?arrow_forwardStudents in the materials lab performed the specific gravity and absorptiontest (ASTM C127) on coarse aggregate and they obtained following data:Dry weight = 3862.1 gSSD weight = 3923.4 gSubmerged weight = 2452.1 gCalculate the specific gravity values (dry bulk, SSD, and apparent) and theabsorption of the coarse aggregate.arrow_forward
- 46.5 kg (102.3 lb) of fine aggregate is mixed with 72.3 kg (159.1 lb) of coarse aggregate. The fine aggregate has a moisture content of 2.0% and absorption of 3.4%, whereas the coarse aggregate has a moisture content of 1.3% and absorption of 3.8%. What is the amount of water required to increase the moisture contents of both fine and coarse aggregates to reach absorption? Why is it important to determine the amount of water required to increase the moisture content of aggregate to reach absorption? Use one system of units only as specified by the instructor.arrow_forward46.5 kg of fine aggregate is mixed with 72.3 kg of coarse aggregate. The fineaggregate has a moisture content of 2.0% and absorption of 3.4%, whereasthe coarse aggregate has a moisture content of 1.3% and absorption of 3.8%.What is the amount of water required to increase the moisture contents ofboth fine and coarse aggregates to reach absorption? Why is it important to determine the amount of water required to increase the moisture content ofaggregate to reach absorption?arrow_forwardSieve 1. A 500gram sample of fine aggregates was sieved. Determine FM 3/8" #4 #8 # 16 # 30 # 50 # 100 Pan Amount Retained on (gr) 0 40 70 105 115 125 30 15 Amount Retained on (%) % Cumulative Retained onarrow_forward
- 4 pts Question 23 What is the fineness modulus of this aggregate? % Cumulative Retained Retained Mass 0% Sieve Size (US) (g) Retained Passing 1" 3/4" 1/2" 3/8" # 4 650 18.3 700 19.7 632 17.8 175 4.9 # 8 200 5.6 #16 W 150 4.2 #30 125 3.5 #50 331 9.3 #100 288 8.1 #200 250 7 Pan 50 1.4 Total 3551 O 5.20 O 1.57 O 3.89 O 6.50arrow_forwardComplete the table and show complete computations. Draw the aggregate gradation chart. Calculate the fineness modulus for fine aggregate.arrow_forwardCalculate 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 * Sieve size Cumulative retained weight (gm) 3/8 inch No.4 24 No.8 168 No.16 382 No.30 782 No.50 1185 No.100 1371 No.200 1373 pan 1378arrow_forward
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