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Engineering
Civil Engineering
Item Volume of mold Weight of mold and base plate in lb, W₁ Weight of mold and base plate in lb, moist soil, W₂ Weight of moist soil, W₂ - W₁ Moist unit weight, y = W2-W1 -lb/ft³ 1/30 Moisture can number Moisture can weight in gram, W3 Moisture can weight + moist soil weight in gram, W4 Can weight + dry soil weight in gram, W5 Moisture content, W4-W5 X 100% W5-W3 Dry unit weight of soil, yd = W= Y 1+w Test No. 1 1/30 ft³ 10.35 14.26 53.4 253.0 237.0 Test No. 2 1/30 ft³ 10.35 14.53 53.3 439.0 401.0 Test No. 3 Test No. 4 1/30 ft³ 1/30 ft³ 10.35 10.35 14.64 53.1 490.0 441.5 14.50 54.2 422.8 374.7

Item Volume of mold Weight of mold and base plate in lb, W₁ Weight of mold and base plate in lb, moist soil, W₂ Weight of moist soil, W₂ - W₁ Moist unit weight, y = W2-W1 -lb/ft³ 1/30 Moisture can number Moisture can weight in gram, W3 Moisture can weight + moist soil weight in gram, W4 Can weight + dry soil weight in gram, W5 Moisture content, W4-W5 X 100% W5-W3 Dry unit weight of soil, yd = W= Y 1+w Test No. 1 1/30 ft³ 10.35 14.26 53.4 253.0 237.0 Test No. 2 1/30 ft³ 10.35 14.53 53.3 439.0 401.0 Test No. 3 Test No. 4 1/30 ft³ 1/30 ft³ 10.35 10.35 14.64 53.1 490.0 441.5 14.50 54.2 422.8 374.7

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Please complete chart and provide graph. See attached image.

 

 

The table provides data from four tests to determine the moisture content and unit weight of soil samples using a mold with a volume of \( \frac{1}{30} \, \text{ft}^3 \). **Columns:** - Each test is labeled as Test No. 1, 2, 3, and 4, with identical mold volume. **Rows:** 1. **Volume of Mold:** - Consistent across all tests: \( \frac{1}{30} \, \text{ft}^3 \). 2. **Weight of Mold and Base Plate in lb, \( W_1 \):** - Test 1: 10.35 - Test 2: 10.35 - Test 3: 10.35 - Test 4: 10.35 3. **Weight of Mold and Base Plate in lb, moist soil, \( W_2 \):** - Test 1: 14.26 - Test 2: 14.53 - Test 3: 14.64 - Test 4: 14.50 4. **Weight of Moist Soil, \( W_2 - W_1 \):** - Calculated by subtracting \( W_1 \) from \( W_2 \) for each test (values to be calculated). 5. **Moist Unit Weight, \( \gamma = \frac{W_2 - W_1}{\frac{1}{30}} \, \text{lb/ft}^3 \):** - This is the moist unit weight of the soil for each test (values to be calculated). 6. **Moisture Can Number:** - Not specified, likely a placeholder for identification purposes. 7. **Moisture Can Weight in gram, \( W_3 \):** - Test 1: 53.4 - Test 2: 53.3 - Test 3: 53.1 - Test 4: 54.2 8. **Moisture Can Weight + Moist Soil Weight in gram, \( W_4 \):** - Test 1: 253.0 - Test 2: 439.0 - Test 3: 490.0
Transcribed Image Text:The table provides data from four tests to determine the moisture content and unit weight of soil samples using a mold with a volume of \( \frac{1}{30} \, \text{ft}^3 \). **Columns:** - Each test is labeled as Test No. 1, 2, 3, and 4, with identical mold volume. **Rows:** 1. **Volume of Mold:** - Consistent across all tests: \( \frac{1}{30} \, \text{ft}^3 \). 2. **Weight of Mold and Base Plate in lb, \( W_1 \):** - Test 1: 10.35 - Test 2: 10.35 - Test 3: 10.35 - Test 4: 10.35 3. **Weight of Mold and Base Plate in lb, moist soil, \( W_2 \):** - Test 1: 14.26 - Test 2: 14.53 - Test 3: 14.64 - Test 4: 14.50 4. **Weight of Moist Soil, \( W_2 - W_1 \):** - Calculated by subtracting \( W_1 \) from \( W_2 \) for each test (values to be calculated). 5. **Moist Unit Weight, \( \gamma = \frac{W_2 - W_1}{\frac{1}{30}} \, \text{lb/ft}^3 \):** - This is the moist unit weight of the soil for each test (values to be calculated). 6. **Moisture Can Number:** - Not specified, likely a placeholder for identification purposes. 7. **Moisture Can Weight in gram, \( W_3 \):** - Test 1: 53.4 - Test 2: 53.3 - Test 3: 53.1 - Test 4: 54.2 8. **Moisture Can Weight + Moist Soil Weight in gram, \( W_4 \):** - Test 1: 253.0 - Test 2: 439.0 - Test 3: 490.0
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