MGMtulsa
Structural
- Sep 9, 2003
- 13
I am interested in some discussion.
Section 10.3 states the general principles for sections subject to flexure and axial loads and per ACI 318-11, 318-08...-02.
Section 10.3.3 states that "...it shall be permitted to set the compression-controlled stain limit equal to 0.002."
Questions:
1. Is this stain of 0.002 applied to the tension steel?
2. Or, is the 0.002 strain applied to the concrete which is in compression?
Notes:
10.3.2 notes BALANCED strain when steel yields simultaneous with concrete at an ultimate strain of 0.003. (For steel with Fy=60 ksi, the strain equals 0.00207.)
10.3.3 notes COMPRESSION CONTROLLED section when tension steel strain is less than or equal to 0.003 (the strain for compressed concrete).
10.3.4 notes TENSION CONTROLLED section when tension steel strain is 0.005 or greater. Also, the TRANSITION region is noted (between 0.003 and 0.005).
10.3.5 notes NOMINAL STRENGTH with a requirement for strain to equal or exceed 0.004.
[please limit discussion to the two questions. I intend to start a 2nd thread for a variation of this problem. thanks]
Section 10.3 states the general principles for sections subject to flexure and axial loads and per ACI 318-11, 318-08...-02.
Section 10.3.3 states that "...it shall be permitted to set the compression-controlled stain limit equal to 0.002."
Questions:
1. Is this stain of 0.002 applied to the tension steel?
2. Or, is the 0.002 strain applied to the concrete which is in compression?
Notes:
10.3.2 notes BALANCED strain when steel yields simultaneous with concrete at an ultimate strain of 0.003. (For steel with Fy=60 ksi, the strain equals 0.00207.)
10.3.3 notes COMPRESSION CONTROLLED section when tension steel strain is less than or equal to 0.003 (the strain for compressed concrete).
10.3.4 notes TENSION CONTROLLED section when tension steel strain is 0.005 or greater. Also, the TRANSITION region is noted (between 0.003 and 0.005).
10.3.5 notes NOMINAL STRENGTH with a requirement for strain to equal or exceed 0.004.
[please limit discussion to the two questions. I intend to start a 2nd thread for a variation of this problem. thanks]