Bentley Communities
Site
Search
User
Site
Search
User
Welcome
Products
Support
About
More
Cancel
Browse By Tags
All tags
STAAD analysis
plates
"model"
analysis
beam
Bentley Structural
concrete
CONNECT Edition
design
error
Eurocode
floor load
Modeling
plate
RAM Structural System
STAAD
Staad pro
staad pro v8i
STAAD.Pro
STAAD.Pro CONNECT Edition
STAAD.Pro V8i
STAADfoundation
STAADPro
staadpro v8i
Structural
structural engineering
sye
Design of Solid slab (Conventional slabs)
Sulaiman Ade
Hello Everyone For a while, I was using an Advanced Concrete Design (RCDC) for the design of a solid slab. Today I tried to learn the RAM concept for the slab designs but I saw a design of strips that had never seen before (When I was using RCDC and…
Answered
over 2 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
Dummy beam
Sulaiman Ade
Hello Everyone. I create a dummy beam with density=0 and E=0 (Figure.1) then I assign the beam (Figure.2) then Staad Error occurs( ***ERROR*** MATERIAL NAME MUST NOT CONTAIN ANY BLANK SPACE )(Figure.3), What is the solution?
Answered
over 2 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
Problem modelling plates on top of beams for elevated steel water tank
SUJAY H M
I am trying to model a Elevated steel water tank with bracing for analysis in STAAD.Pro. While modelling the structure I've encountered a problem and would like your help. The problem is: While the beam offset works perfectly for modelling a beam…
over 3 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
Releasing plate elements from attached beams?
David Coon
Here's a situation that seems to come up frequently: I create a model in STAAD that includes a combination of linear elements (for things like beams, columns, etc.) and plate elements (to model surface elements like floors, roofs, etc.). When surface…
over 13 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
how to deal with the the problem of "badly shaped, not convex, warped,or not mumbered counter-clockwise"?
shoaib
hello everyone, anybody can help me to work out the issue, which showing the following warning after running analysis. *WARNING* PLATE NO. 4(JOINTS 51 - 53 - 52 - 50) IS BADLY SHAPED, WARPED, NOT CONVEX, OR NOT NUMBERED COUNTER-CLOCKWISE.…
over 11 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
Tension force in a tank wall
Peter Everett
I have modelled a rectangular concrete tank in STAAD using plate elements and need to do some additional calculations to check the crack widths do not exceed a given value. I can get a contour plot of the bending moments in the walls but when the tank…
Answered
over 10 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum