All,
I have questions regarding the following from Six Minute Solutions - Structural PE:
45. How am I supposed to know to use ASD?
58. Section 8.7 of ACI-05 discussed clear span - why is 14' used in lieu of 15' for c.t.c?
62. Solution references Appendix with bars on two faces only, where can I find these other than the ACI design handbook?
64. Why is the unbraced length 18' and not 13' for the bottom half?
Thank you for your assistance.
I have questions regarding the following from Six Minute Solutions - Structural PE:
45. How am I supposed to know to use ASD?
58. Section 8.7 of ACI-05 discussed clear span - why is 14' used in lieu of 15' for c.t.c?
62. Solution references Appendix with bars on two faces only, where can I find these other than the ACI design handbook?
64. Why is the unbraced length 18' and not 13' for the bottom half?
Thank you for your assistance.