Member groups in staad pro sql query
Is there anyway to get the member group names into the mdb database generated along with SQL query. It would be much easier to analyze the results then.
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Load Diagram Functions Graphic Display Tools are not working
I have been using the "View Loading Diagram" button to toggle load displays on and off.Today, it is not working.Also, the CTRL + Scroll Function was previously used to size (increase / decrease) the...
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Access is denied. Staad Pro Advanced Connect Edition.
Why it appear " Access is denied, Backup path"? And after I clicked "OK", it ask me to open Backup Manager and select proper path for backup.How to solve this? Refer screenshot attached.
View ArticleCan someone help me to eliminate these warnings? THREE WARNINGS: **WARNING:...
Can someone help me please to eliminate these warnings?THREE WARNINGS:**WARNING: IF THIS UBC/IBC ANALYSIS HAS TENSION/COMPRESSION OR REPEAT LOAD OR RE-ANALYSIS OR SELECT OPTIMIZE, THEN EACH UBC/IBC...
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Error Type : Large Balance or Hyperstatic net load
I have these faults when try to calculate partial and calculate load history deflection as well.When I double-click error in Warning and Error Management Tool then it turns to balance loading but there...
View Articleabout the value of cmx cmy and cmz in steel design
in steel design how much value to be given for cmx cmy and cmz
View ArticlePaste prototype model dialog Box
Hi All, When creating a prototype model in the structure wizard I am unable to transfer this model into my Staad.pro connect file.Once I have created the prototype, the first box comes up saying would...
View ArticleEROR BECAUSE OF TENSION MEMBERS
Dear Sir,I tried all ways to solve this error but still, it's coming , Please update my stead file and send me what you did to remove this error.communities.bentley.com/.../GATE_2D00_15A_2D00_R4.STDI...
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Design strip One way or two way slab
communities.bentley.com/.../DESIGN-STRIP-PROBLEM.cptI have a slab with beams only near the edge of a balcony slab, spannign between two columns. I wanted to see if it was a safe assumption to design...
View ArticleLaundry Commercial
Good Day,I am currently working on a commercial space project,Ground Floor will be Laundry Shop/Rental, No concrete plans for 2nd and 3rd floor, but if succeeding floors will be laundry as well, how...
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RAM Connection Shear Plate Support Weld Rupture Capacity and Demand
How does RAM Connection calculate the demand and capacity of the simple shear plate for BCF connection in regards to the weld rupture of the the support as shown in the picture below? What formulas...
View ArticleCamber changes not flagged
Hello,Does changes (increase or decrease) in only camber of a beam in RAM SS not get flagged when running the beam design module?
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RC COLUMN DESIGN OUTPUT IN STAAD.Pro CONNECT Edition
Hello, I´m currently reviewing a Reinforced Building Design in STAAD.Pro CONNECT Edition and The Client asked for some information; more specifically, the Design Moments and Axial Forces for the RC...
View ArticleRCDC not reading analysis data from etabs 18.1.1
When I try to add .edb file of .mdb file in RCDC 9.0 Connect Edition it show an error message that it cannot read analysis data
View ArticleWhat is the best way to model a double channel flange to flange (top to bottom)
What is the best way to model a double channel but top to bottom, i.e. top flange of one channel mating the bottom flange of another channel.Options I have though of:1 - Model as two separate beams...
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RAM Connection Error
AllI am trying to use RAM Connection in linked to RAM SS. Trying to design the right connection with the 2 braces coming to the beam and column. I want to use shear plates for the attachment to the...
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RAM Elements - Thermal Loads - Elongation due to Temperature Changes
Does RAM Elements calculate the elongation of steel beams and steel bar joists due to temperature changes? I'm working on a project that has a High Temperature of 93F, a Mean Temperature of 58F, and a...
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Ram Connection CVR modification
Hi, I am wondering if modification on CVR type can be done by adding vertical brace between upper right and left brace in standard module? Or maybe there is other way to use Ram Connection for this...
View ArticleSIG Virtual Workshop: STAAD - Modeling Finite Elements
SIG Workshop: STAAD - Modeling Finite ElementsPresenter: Sabrina Tedeschi, Application Engineer, Structural, Bentley Systems, Inc.Date/Time: May 21, 2020 1:00 P.M. EDTRegister NowDuring this STAAD...
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