Bentley Communities
Site
Search
User
Site
Search
User
Product Communities
RAM | STAAD | ADINA
Sign In
All tags
modelling
analysis
"model"
beam
Bentley
Bentley Structural
Concrete Design
CONNECT Edition
design
plates
RAM
RAM Concept
RAM Connection
RAM Elements
RAM Structural System
STAAD
STAAD analysis
Staad pro
staad pro v8i
STAAD.Pro
STAAD.Pro V8i
STAADfoundation
STAADPro
staadpro v8i
Structural
structural engineering
sye
Missing Custom Section in Database File: RAM Elements
Matt Cissi
We have been working on a model and needed to create a number of custom sections to do so. I created all of the custom sections on my machine and when I went to send them to my coworker, I couldn't find them. I believed the custom sections would…
Answered
over 2 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
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
How to create a cantilever slab by using the Physical modeler?
Sulaiman Ade
How to create a cantilever slab without beams in the Physical modeler in STAAD connect edition?
Answered
over 2 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
Modelling of slab supporting on piles
Ze Yang Lee
Hi guys, I am modelling a slab supported on piles, the piles are actually tension piles to support upheave beneath the slab. I model the slab using plate elements and use vertical restraint node support at where the piles are located. The issue I…
over 3 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
UC Ratio problem
arul mani
warehouse.zip wind calculation also in that folder.... try to fix this probem guys
over 4 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
URGENT SUPPORT NEEDED ! I have hundreds of warnings and I have no idea what's wrong
dImeNsiOnFifTh
I have hundreds of warnings and I don't know what to do about it. They are all about ZERO STIFFNESS IN DIRECTION__ AT JOINT__ EQN. NO.__ and THERE WERE MORE THAN 12 DOF WITH ZERO STIFFNESS. VILLA QAHTANI R14.std
over 5 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
Inclined Load Path due to Member Offset at one Node
syedmuzaffer
Dear Staad Experts, Attached is a simple Joist with tapered ends. For making the model as close to the real application as possible I have applied a "OFFSET" so as to achieve the top flange straight, due to this the NA has become slanting for the…
JOIST.std
over 10 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
Tension Only member with initial axial capacity
Eugene Afable
Hello to all, In reality horizontal braces (or vertical brace, beam, etc) that is design for tension only resist "some" axial compression capacity. Is there a way that this axial compression capacity can be input in STAAD? For example, a horizontal…
over 9 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
Combatibilty Issues between STAAD PRO V8i SELECT SERIES 4 and STAAD OFFSHORE.
Bagmass
dear friends, we are facing big combatibilty issues between STAAD PRO & STAAD OFFSHORE. some of the use facilities available in staad pro is not at all regonized by STAAD OFFSHORE. Because of this combatibility issues we are facing lots of problem…
over 9 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
View related content from anywhere
More
Cancel