Design the concrete mix according to the following conditions: Design Environment • Concrete slab o Subjected to freeze and thaw. o Required design strength = 21 MPa o Slab thickness = 300 mm. o Statistical data indicate a standard deviation of compressive strength of 1.7 MPa is expected (more than 30 samples). • Only air entrainer is allowed. • Available Materials: o Air entrainer: ▪ Manufacture specification is 9.5 mL/1% air/100 kg cement. o Coarse aggregate: ▪ 25 mm nominal maximum size ▪ Crushed stone ▪ Bulk oven-dry specific gravity = 2.573 ▪ Absorption = 2.8 ▪ Oven-dry rodded density = 1922 kg/m3 ▪ Moisture content = 1 o Fine aggregate: ▪ Natural sand ▪ Bulk oven-dry specific gravity = 2.540 ▪ Absorption = 3.4 ▪ Moisture content = 4.5 ▪ Fineness modulus = 2.60 o Cement: ▪ Type I Cement ▪ Specific gravity = 3.15 Find the required quantities of cement, water, coarse aggregate, fine aggregate, air content, and admixture per 1 m3 of concrete. Summarize the findings in a table. Based on this information, find the following and summarize the findings in a table. a) Required compressive strength b) Water to Cement (w/c) ratio c) The amount of coarse aggregate (kg) d) The amount of fine aggregate (kg) e) The corrected amount of mixing water (kg).
Design the concrete mix according to the following conditions: Design Environment • Concrete slab o Subjected to freeze and thaw. o Required design strength = 21 MPa o Slab thickness = 300 mm. o Statistical data indicate a standard deviation of compressive strength of 1.7 MPa is expected (more than 30 samples). • Only air entrainer is allowed. • Available Materials: o Air entrainer: ▪ Manufacture specification is 9.5 mL/1% air/100 kg cement. o Coarse aggregate: ▪ 25 mm nominal maximum size ▪ Crushed stone ▪ Bulk oven-dry specific gravity = 2.573 ▪ Absorption = 2.8 ▪ Oven-dry rodded density = 1922 kg/m3 ▪ Moisture content = 1 o Fine aggregate: ▪ Natural sand ▪ Bulk oven-dry specific gravity = 2.540 ▪ Absorption = 3.4 ▪ Moisture content = 4.5 ▪ Fineness modulus = 2.60 o Cement: ▪ Type I Cement ▪ Specific gravity = 3.15 Find the required quantities of cement, water, coarse aggregate, fine aggregate, air content, and admixture per 1 m3 of concrete. Summarize the findings in a table. Based on this information, find the following and summarize the findings in a table. a) Required compressive strength b) Water to Cement (w/c) ratio c) The amount of coarse aggregate (kg) d) The amount of fine aggregate (kg) e) The corrected amount of mixing water (kg).
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
Design the concrete mix according to the following conditions:
Design Environment
• Concrete slab
o Subjected to freeze and thaw.
o Required design strength = 21 MPa
o Slab thickness = 300 mm.
o Statistical data indicate a standard deviation of compressive strength
of 1.7 MPa is expected (more than 30 samples).
• Only air entrainer is allowed.
• Available Materials:
o Air entrainer:
▪ Manufacture specification is 9.5 mL/1% air/100 kg cement.
o Coarse aggregate:
▪ 25 mm nominal maximum size
▪ Crushed stone
▪ Bulk oven-dry specific gravity = 2.573
▪ Absorption = 2.8
▪ Oven-dry rodded density = 1922 kg/m3
▪ Moisture content = 1
o Fine aggregate:
▪ Natural sand
▪ Bulk oven-dry specific gravity = 2.540
▪ Absorption = 3.4
▪ Moisture content = 4.5
▪ Fineness modulus = 2.60
o Cement:
▪ Type I Cement
▪ Specific gravity = 3.15
Find the required quantities of cement, water, coarse aggregate, fine aggregate, air
content, and admixture per 1 m3 of concrete. Summarize the findings in a table.
Based on this information, find the following and summarize the findings in a table.
a) Required compressive strength
b) Water to Cement (w/c) ratio
c) The amount of coarse aggregate (kg)
d) The amount of fine aggregate (kg)
e) The corrected amount of mixing water (kg).
Design Environment
• Concrete slab
o Subjected to freeze and thaw.
o Required design strength = 21 MPa
o Slab thickness = 300 mm.
o Statistical data indicate a standard deviation of compressive strength
of 1.7 MPa is expected (more than 30 samples).
• Only air entrainer is allowed.
• Available Materials:
o Air entrainer:
▪ Manufacture specification is 9.5 mL/1% air/100 kg cement.
o Coarse aggregate:
▪ 25 mm nominal maximum size
▪ Crushed stone
▪ Bulk oven-dry specific gravity = 2.573
▪ Absorption = 2.8
▪ Oven-dry rodded density = 1922 kg/m3
▪ Moisture content = 1
o Fine aggregate:
▪ Natural sand
▪ Bulk oven-dry specific gravity = 2.540
▪ Absorption = 3.4
▪ Moisture content = 4.5
▪ Fineness modulus = 2.60
o Cement:
▪ Type I Cement
▪ Specific gravity = 3.15
Find the required quantities of cement, water, coarse aggregate, fine aggregate, air
content, and admixture per 1 m3 of concrete. Summarize the findings in a table.
Based on this information, find the following and summarize the findings in a table.
a) Required compressive strength
b) Water to Cement (w/c) ratio
c) The amount of coarse aggregate (kg)
d) The amount of fine aggregate (kg)
e) The corrected amount of mixing water (kg).
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Step 1: Introducing given data
VIEWStep 2: Calculate required compressive strength (fcr)
VIEWStep 3: Calculate w/c ratio
VIEWStep 4: Calculate Oven dry weight of coarse aggregate
VIEWStep 5: Calculate air content & water content
VIEWStep 6: Calculate cement content & Admixture content
VIEWStep 7: Calculate fine aggregate content
VIEWStep 8: Calculate Moisture Corrections
VIEWStep 9: Calculate Adjusted water content
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