NEED IT BADLY ASAP. THANK YOU SET A (ACOSTA-AVELLANA)SETASample1235Proctor CompactionWeight of Mold (g)Weight of Mold with Soil (g)Volume of Mold (cc)513.2513.2513.2513.2513.24859.85400.45529.95373.2538726512651265126512651Moisture ContentWeight of Cup (g)Weight of Cup with Wet Soil (g)Weight of Cup with DrySoil (g)168.51983166.6158.6162.13773617383.7349.3353.8336.1324.9332.8300.3301.8 Determination of Optimum Moisture ContentDescriptionSample 1Sample 2Sample 3Sample 4Sample 5Weight of mold (g)Weight of mold + compacted soil (g)Weight of compacted soil (g)Volume of Mold (cc)Density (g/cc)Wt of tin cup (gWt. of tin cup + Wet Soil (g)Wt. of tin cup and dry soil (g)Wt. of water (g)Wt. of dry soil (g)Water Content ()Dry Density (Ma)Optimum Moisture Content (OMC)COMPACTION CURVEMoisture Content (%)Dry Unit Weight (kN/m3)

NOTE: This Problem solution is solved in excel sheet. TABLE NO 1 explanation notes

SETA Sample 1 2 3 4 5 Proctor Compadđion Weight of Mold (g) Weight of Mold with Soil (g) Volume of Mold (cc) 513.2 513.2 513.2 513.2 513.2 4859.8 5400.4 5529.9 5373.2 5387 2651 2651 2651 2651 2651 Moisture Content Weight of Cup (g) Weight of Cup with Wet Soil (g) Weight of Cup with DrySoil (g) 168.5 198.3 166.6 158.6 162.1 377 361.7 383.7 349.3 353.8 336.1 324.9 332.8 300.3 301.8

SETA Sample 1 2 3 4 5 Proctor Compadđion Weight of Mold (g) Weight of Mold with Soil (g) Volume of Mold (cc) 513.2 513.2 513.2 513.2 513.2 4859.8 5400.4 5529.9 5373.2 5387 2651 2651 2651 2651 2651 Moisture Content Weight of Cup (g) Weight of Cup with Wet Soil (g) Weight of Cup with DrySoil (g) 168.5 198.3 166.6 158.6 162.1 377 361.7 383.7 349.3 353.8 336.1 324.9 332.8 300.3 301.8

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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