Example 6: Design a concrete mix for slab with dimension of (5x5x2.5) according to ACI by Volumatic method for the following stipulation by: 1- characteristic compressive strength at 28 - days = 30 Mpa 2- Nominal maximum size of aggregate = 19 mm 3- Slump value = 100 mm 4- Degree of quality control = High 5- Specific gravities of gravel and sand are 2.6 and 2.64 respectively 6- Density of gravel and sand are 1600 kg/m³ and 1800 kg/m² respectively 7- Standard deviation is assumed to be 4 Mpa 8- F.M of sand is 2.6
Example 6: Design a concrete mix for slab with dimension of (5x5x2.5) according to ACI by Volumatic method for the following stipulation by: 1- characteristic compressive strength at 28 - days = 30 Mpa 2- Nominal maximum size of aggregate = 19 mm 3- Slump value = 100 mm 4- Degree of quality control = High 5- Specific gravities of gravel and sand are 2.6 and 2.64 respectively 6- Density of gravel and sand are 1600 kg/m³ and 1800 kg/m² respectively 7- Standard deviation is assumed to be 4 Mpa 8- F.M of sand is 2.6
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Example 6: Design a concrete mix for slab with dimension of (5x5x2.5) according to ACI by Volumatic method for the following stipulation by: 1- characteristic compressive strength at 28 — days = 30 Mpa 2- Nominal maximum size of aggregate = 19 mm 3- Slump value = 100 mm 4- Degree of quality control = High 5- Specific gravities of gravel and sand are 2.6 and 2.64 respectively 6- Density of gravel and sand are 1600 kg/m® and 1800 kg/m? respectively 7- Standard deviation is assumed to be 4 Mpa 8- F.M of sand is 2.6
Transcribed Image Text:Example 6: Design a concrete mix for slab with dimension of (5x5x2.5) according
to ACI by Volumatic method for the following stipulation by:
1- characteristic compressive strength at 28 – days = 30 Mpa
2- Nominal maximum size of aggregate = 19 mm
3- Slump value = 100 mm
4- Degree of quality control = High
5- Specific gravities of gravel and sand are 2.6 and 2.64 respectively
6- Density of gravel and sand are 1600 kg/m and 1800 kg/m respectively
7- Standard deviation is assumed to be 4 Mpa
8- F.M of sand is 2.6
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