Extract beam maximum dead and live loads
Hi, I am trying to export a csv or excel file where I can see the maximum Dead and Live/Roof live load moments in each beam. I need to obtain them unfactored to post-process them in excel. The table would simply have the beam label, Md and ML. I've been…
Composite beam with 2 deck types
Hi,
I am modelling a beam with a change of deck along the length of the beam (half of the beam has a W2+3.5" verco deck, and the other half has a W2+2" deck). I read this response: Effects of Changing Deck Type - RAM | STAAD | ADINA Wiki - RAM | STAAD…
HI, everyone can anybody help me to create frame for storge oil tank without support (fixed, pinned, foundation,.............etc), because we have crane carry up this frame, so weight of the model will go above cuz crane, need strong designer to solve...
STAAD SPACE START JOB INFORMATION ENGINEER DATE 19-Nov-22 END JOB INFORMATION INPUT WIDTH 79 UNIT MMS KN JOINT COORDINATES 12 14700 6850 0; 13 19450 6850 0; 14 27450 6850 0; 15 30101 6850 0; 16 14700 6850 4200; 17 19450 6850 4200; 18 27450 6850 4200;…
Customized curtailment provision in RCDC?
Applies To
Product(s):
STAAD Advanced Concrete Design
Version(s):
Connect Edition
Environment:
Area:
Concrete Design
Subarea:
Beam Design
Original Author:
Aaradhya Rahate…
Asv required for is greater than Asv provided.
Applies To
Product(s):
STAAD Advanced Concrete Design
Version(s):
Connect Edition
Environment:
Area:
Concrete Design
Subarea:
Beam Design
Original Author:
Aaradhya Rahate…
RCDC is providing steel for beams in several layers of 12mm dia. for some Beams
Applies To
Product(s):
STAAD Advanced Concrete Design
Version(s):
Connect Edition
Environment:
Area:
Concrete Design
Subarea:
Beam Design
Original Author:
Aaradhya Rahate…
What is the purpose of the Ignore Torsion feature available in RCDC Design setting?
Applies To
Product(s):
STAAD Advanced Concrete Design
Version(s):
Connect Edition
Environment:
Area:
Concrete Design
Subarea:
Beam Design
Original Author:
Aaradhya Rahate…
Is there a Customized curtailment provision in RCDC ?
Applies To
Product(s):
STAAD Advanced Concrete Design
Version(s):
Connect Edition
Environment:
Area:
Concrete Design
Subarea:
Beam Design
Original Author:
Aaradhya Rahate…
Does STAAD advanced concrete design (RCDC) consider the contributing effects of the slab flanges in RC beam design?
Applies To
Product(s):
STAAD Advanced Concrete Design
Version(s):
Connect Edition
Environment:
Area:
Concrete Design
Subarea:
Beam Design
Original Author:
Aaradhya Rahate…
Why is RCDC taking wind load shears to do ductile detailing for earthquake loads?
Applies To
Product(s):
STAAD Advanced Concrete Design
Version(s):
Connect Edition
Environment:
Area:
Concrete Design
Subarea:
Beam Design
Original Author:
Aaradhya Rahate…
How the effective depth is calculated in beam design and what is the impact of “maximum Aggregate 2 Size” on effective depth?
Applies To
Product(s):
STAAD Advanced Concrete Design
Version(s):
Connect Edition
Environment:
Area:
Concrete Design
Subarea:
Beam Design
Original Author:
Aaradhya Rahate…
RCDC is considering 'Zero" bending moment at left and right support despite there being some Bending moment at the support.
Applies To
Product(s):
STAAD Advanced Concrete Design
Version(s):
Connect Edition
Environment:
Area:
Concrete Design
Subarea:
Beam Design
Original Author:
Aaradhya Rahate…
Serviceability check for allowable deflections as per ACI 318M-14
Applies To
Product(s):
STAAD Advanced Concrete Design
Version(s):
Connect Edition
Environment:
Area:
Concrete Design
Subarea:
Beam Design
Original Author:
Aaradhya Rahate…
In BBS for ductile beams, there should be no lap splice within the joint and within 2D from the face of the column. (ACI 318M – 14 cl. 18.6.3.3)
Applies To
Product(s):
STAAD Advanced Concrete Design
Version(s):
Connect Edition
Environment:
Area:
Concrete Design
Subarea:
Beam Design
Original Author:
Aaradhya Rahate…
Clarification regarding the curtailment of 100% top reinforcement.
Applies To
Product(s):
STAAD Advanced Concrete Design
Version(s):
Connect Edition
Environment:
Area:
Concrete Design
Subarea:
Beam Design
Original Author:
Aaradhya Rahate…
In RCDC Detailing option is available in Design Settings.
Applies To
Product(s):
STAAD Advanced Concrete Design
Version(s):
Connect Edition
Environment:
Area:
Concrete Design
Subarea:
Beam Design
Original Author:
Aaradhya Rahate…
Which option can be used to save the reinforcement for long span beams in RCDC?
Applies To
Product(s):
STAAD Advanced Concrete Design
Version(s):
Connect Edition
Environment:
Area:
Concrete Design
Subarea:
Beam Design
Original Author:
Aaradhya Rahate…
Why RCDC is giving more reinforcement at bottom near supports as curtailed bars?
Applies To
Product(s):
STAAD Advanced Concrete Design
Version(s):
Connect Edition
Environment:
Area:
Concrete Design
Subarea:
Beam Design
Original Author:
Aaradhya Rahate…
FEA Analysis - STAAD.Pro Error: Joint No 0 does not exist
Hi All,
I was hoping someone can help me.
I am trying to perform a Finite Element Analysis of a Plate with a load on 100KN but the subject error stops the analysis.
I have searched but coudn't find the solution. Can anybody guide me please how to…
How to calculate reinforcement of beam at face of column in RCDC?
Applies To
Product(s):
STAAD Advanced Concrete Design
Version(s):
Connect Edition
Environment:
Area:
Concrete Design
Subarea:
Beam Design
Original Author:
Aaradhya Rahate…
Sway Shear Calculation for Ductile Beam Design
Applies To
Product(s):
STAAD Advanced Concrete Design
Version(s):
Connect Edition
Environment:
Area:
Concrete Design
Subarea:
Beam Design
Original Author:
Aaradhya Rahate…
How to make beams pass if failed due to shear stress exceeds maximum permissible shear stress (TauC)?
Applies To
Product(s):
STAAD Advanced Concrete Design
Version(s):
Connect Edition
Environment:
Area:
Concrete Design
Subarea:
Beam Design
Original Author:
Aaradhya Rahate…
Precompression Failure
Hello,
I am seeing a precompression failure for my two-way slab with opening infill beams (Layers > Deign Status > Status Plan). When I go to use the Auditor tool, I do not see much information about the precompression failure (i.e., the needed precompression…
STAAD Section Class for Built-up box section UPT files
Hi,
In the STAAD section wizard, after creating a built-up box section, I manually change the values of Shear Resisiting Areas ('Ay' 'Az'), width, and thickness of flange and web (TD, TB, D, B) before exporting it as a UPT file.
For such section…
How to solve instability at join connection
Good morning,
I have problem with my steel truss bridge design, i've used member specification release MY;MZ and truss. Then this message came after i am running the analysis.
***WARNING - INSTABILITY AT JOINT 490 DIRECTION = MZ
PROBABLE CAUSE…