Hey wannabeSE, thanks for the response,
Yes, I have seen the section 6.6.3.1 in ACI 318-14. There, the cracked values
are given for elastic analysis under factored loads. But the anlaysis of modal case
for fundamental period is made corresponding to the conditions of unfactored loads.
I think...
Thanks Agent666 for your response.
That s what I also thought. But there s one thing that confuses me:
ACI says in R6.6.3.2.2 that "Analyses of deflections, vibrations, and
building periods are needed at various service (unfactored)
load levels (Grossman 1987, 1990) to determine the...
Hi all,
I am wondering if any property modifiers (cracked stiffness values) are used when calculating the fundamental period of vibration of a building according to ACI 318/ ASCE 7?
Regards,
Kamil
Ya know SAP2000, after the design process, outputs the beam reinforcemnt at three locations: left, middle and right along the beam length. I need to change some of the computed reinforcement as per the design code I am following. Anybody can help me do that? I tried to use the ovewrites, but I...
