4-33. Following are results of gradation tests on three aggregates:Aggregate A100%92%41%19%7%4%2%1%Passing 25 mm (1 in.)19 mm (3/4 in.)9.5 mm (3/8 in.)4.75 mm (No. 4)2.36 mm (No. 8)600 μm (No. 30)300 μm (No. 50)75 μm (No. 200)Aggregate B100%77%60%42%36%28%Aggregate C100%96%79%40%16%3%Combine these to give a gradation falling approximately in the center of the specificationgiven in Section 4-5.1.

Gradation is the process of arranging aggregates according to their size. A sieve As a significant…

. Following are results of gradation tests on three aggregates: Aggregate A 100% 92% Passing 25 mm (1 in.) 19 mm (3/4 in.) 9.5 mm (3/8 in.) 4.75 mm (No. 4) 2.36 mm (No. 8) 600 μm (No. 30) 300 μm (No. 50) 75 μm (No. 200) 41% 19% 7% 2% 1% Aggregate B 100% 77% 60% 42% 36% 28% Aggregate C 100% 96% 79% 40% 16% 3% Combine these to give a gradation falling approximately in the center of the specification given in Section 4-5.1

. Following are results of gradation tests on three aggregates: Aggregate A 100% 92% Passing 25 mm (1 in.) 19 mm (3/4 in.) 9.5 mm (3/8 in.) 4.75 mm (No. 4) 2.36 mm (No. 8) 600 μm (No. 30) 300 μm (No. 50) 75 μm (No. 200) 41% 19% 7% 2% 1% Aggregate B 100% 77% 60% 42% 36% 28% Aggregate C 100% 96% 79% 40% 16% 3% Combine these to give a gradation falling approximately in the center of the specification given in Section 4-5.1

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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