Compute for the DESIGN MIX of concrete a. by volume b. mass basis c. in situ state I. II. SPECIFICATIONS 1. Strength at 28 days 2. Slump 3. Nominal Maximum size of aggregate. 4. Air Content CONTROL OF MATERIALS: 1. Cement: Portland Cement Type I Specific Gravity = 3.15 2. Coarse Aggregate Specific Gravity = 2.68 Absorption = 0.5% = 1600 kg/m3 Unit Weight 3. Fine Aggregates Specific Gravity = 2.64 Absorption = 0.7 % = 2.80 Fineness 24 Mpa 75-100 mm 37.5 mm 1%

Compute for the DESIGN MIX of concrete a. by volume b. mass basis c. in situ state I. II. SPECIFICATIONS 1. Strength at 28 days 2. Slump 3. Nominal Maximum size of aggregate. 4. Air Content CONTROL OF MATERIALS: 1. Cement: Portland Cement Type I Specific Gravity = 3.15 2. Coarse Aggregate Specific Gravity = 2.68 Absorption = 0.5% = 1600 kg/m3 Unit Weight 3. Fine Aggregates Specific Gravity = 2.64 Absorption = 0.7 % = 2.80 Fineness 24 Mpa 75-100 mm 37.5 mm 1%

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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