On the 28th day after concrete was mixed, a 6.00-in-diameter concrete cylinder failed in a compressive testing at a load of 145 000 lb. (a) Determine the ultimate strength of the concrete, in lb/in². (b) Determine the allowable compressive stress with a factor of safety of 5.0 against ultimate strength. (e) Determine the maximum permissible load that the concrete can carry using the strength design method. Use a strength reduction factor of 0.60 against ultimate strength.
On the 28th day after concrete was mixed, a 6.00-in-diameter concrete cylinder failed in a compressive testing at a load of 145 000 lb. (a) Determine the ultimate strength of the concrete, in lb/in². (b) Determine the allowable compressive stress with a factor of safety of 5.0 against ultimate strength. (e) Determine the maximum permissible load that the concrete can carry using the strength design method. Use a strength reduction factor of 0.60 against ultimate strength.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![On the 28th day after concrete was mixed, a 6.00-in-diameter concrete cylinder failed
in a compressive testing at a load of 145 000 lb.
(a) Determine the ultimate strength of the concrete, in lb/in².
(b) Determine the allowable compressive stress with a factor of safety of 5.0 against
ultimate strength.
(e) Determine the maximum permissible load that the concrete can carry using the
strength design method. Use a strength reduction factor of 0.60 against ultimate
strength.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F86497141-5eca-4f35-bf67-696104e7ccec%2Fa653f834-46d8-4ac3-b6f4-f993d16bc42b%2Fy88rsjl_processed.jpeg&w=3840&q=75)
Transcribed Image Text:On the 28th day after concrete was mixed, a 6.00-in-diameter concrete cylinder failed
in a compressive testing at a load of 145 000 lb.
(a) Determine the ultimate strength of the concrete, in lb/in².
(b) Determine the allowable compressive stress with a factor of safety of 5.0 against
ultimate strength.
(e) Determine the maximum permissible load that the concrete can carry using the
strength design method. Use a strength reduction factor of 0.60 against ultimate
strength.
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