Hello,
In "Design for Flexure" section, STAAD foundation calculates the minimum reinforcement based on this equation: A s min = ρ. b . d eff
b : foundation width or w
d eff : effective depth
But ACI says A s min = ρ. b . h
[ ACI 7.12.2…
While analysis the cantilever portion generates the warning message, " Instability Joint" , How does it can be rectified?
furthermore i want to have some metal structure as pergolas in RCC frame ( Cantilever) can it be analysed with staad?
Hi,
STAAD v8i doesn't run analysis without MEMORY-command in input file. Output file then only contents of two lines:
1. STAAD SPACE
ERROR NOT ENOUGH MEMORY TO START ANALYSIS. ( 41 )
But available memory should be enough. We tested…
Build 03 of STAAD.Pro 2007 will be available on Bentley SELECT servers tomorrow, July 11. This update includes 22 new features and 115 additional updates. See here for some more info on some of these new features.
I'm new to staad and have a simple modeling question. I'm trying to model a two-way concrete slab and beam system. I have the slab elements and beams defined, but when I view in 3-d, it appears that everything is being modeled from the centerline of the…
Let me first say I am no Staad expert...but I'm trying to learn.
I have a wind frame that is concrete up to a certain height and steel up the roof. Is it possible to model this and analyze the combined frame all at once in Staad? If so could you please…