The ratio of strain at the centroidal level of compression steel to strain at the centroidal level of tension steel for a rectangular section subjected to bending which has effective cover to compression steel as d' and neutral axis depth from topmost compression fiber as c is (according to TS500) :
The ratio of strain at the centroidal level of compression steel to strain at the centroidal level of tension steel for a rectangular section subjected to bending which has effective cover to compression steel as d' and neutral axis depth from topmost compression fiber as c is (according to TS500) :
Materials Science And Engineering Properties
1st Edition
ISBN:9781111988609
Author:Charles Gilmore
Publisher:Charles Gilmore
Chapter12: Composite Materials
Section: Chapter Questions
Problem 12.7P: Estimate the transverse tensile strength of the concrete in Problem 12.6.
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![The ratio of strain at the centroidal level of compression steel to strain at the centroidal level of tension steel for a rectangular section
subjected to bending which has effective cover to compression steel as d' and neutral axis depth from topmost compression fiber as C
is (according to TS500) :
O A. [(1 - d'/c) 7 (d/c-1)]
O B. 0.003 [(1 - d'/C) / (d/c-1)]
O C. [(1 - d/c) / (d/c-1)]
D. 0.002 [(1 - d'/c) / (d/c-1)]](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fc591121f-bcee-4e91-afec-ddd57636475c%2Fa47f193c-0e81-4836-85e9-3f8a98f795a6%2F0sxxn87_processed.jpeg&w=3840&q=75)
Transcribed Image Text:The ratio of strain at the centroidal level of compression steel to strain at the centroidal level of tension steel for a rectangular section
subjected to bending which has effective cover to compression steel as d' and neutral axis depth from topmost compression fiber as C
is (according to TS500) :
O A. [(1 - d'/c) 7 (d/c-1)]
O B. 0.003 [(1 - d'/C) / (d/c-1)]
O C. [(1 - d/c) / (d/c-1)]
D. 0.002 [(1 - d'/c) / (d/c-1)]
![The modulus of elasticity of "reinforced concrete" in RC design, is
O A. 420 GPa
B. 200 GPa
C. None
() D. 220 GPa](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fc591121f-bcee-4e91-afec-ddd57636475c%2Fa47f193c-0e81-4836-85e9-3f8a98f795a6%2F9141s89_processed.jpeg&w=3840&q=75)
Transcribed Image Text:The modulus of elasticity of "reinforced concrete" in RC design, is
O A. 420 GPa
B. 200 GPa
C. None
() D. 220 GPa
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