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ACI 318
STAAD
21.5 of ACI 318-11
ACI
ACI 318M-11
beam
Chapter 21
CHAPTER 21 ACI 318-11
Column
concrete
design
detailing
ductile
RCC
seismic
When I am using RCDC to design the project, there is something wrong with my output. Same failure and output even though I changed my loadings.
Paul Quiñones
Fullscreen Staad Editor.txt Download STAAD SPACE START JOB INFORMATION ENGINEER DATE 28-Jan-19 END JOB INFORMATION INPUT WIDTH 79 UNIT METER KN JOINT COORDINATES 1 0 0 0; 2 5.4 0 0; 3 10.8 0 0; 4 0 1.8 0; 5 5.4 1.8 0; 6 10.8 1.8 0; 7 0…
over 4 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
Does STAAD design for CONCRETE SPECIAL MOMENT FRAME as per ACI 318M-11 ??
Sanjay Kumar
Hi, 1. Does STAAD take into account the ductile detailing provisions of CHAPTER 21 of ACI 318M-11, while arriving at the reinforcement area and stirrup area ?? 3. If those provisions are available, how does STAAD identify a SMRF or IMRF or OMRF in…
Answered
over 5 years ago
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