Warning in staad pro. Warnings in output of Staad Pro Two warnings : 1.

Warning in staad pro For my final year BE project i am working on staad for seismic analysis and design of G+15 office building. If one or more tasks have to be performed for a set of load cases, such as, serviceability checks under steel design for one set of load cases, strength checks under steel design for another set of cases, etc. I have noticed a Warning in STAAD. 07. Create: Seismic Load Definition dialog. The analysis results are reported in STAAD. This can be visually seen graphically: I believe that this is happening, because the nodes of the area which you want to apply with the floor load are not in a single plane. STAAD SPACE DXF IMPORT OF STAAD. Pro), it has been assigned to all members/elements. 521001 0 0; 4 13. RAM | STAAD Forum - Physical Modeller, STAAD. Please refer to the list of Design Parameters for the code you are using to check how these two parameters can be set to bypass the slenderness checks as these differ from code to code. Pro uses the static wind load and the modal results to create a combined dynamic load from which modal loads are calculated. can anybody please suggest me the solution for this that why this is happening only at the lowest part ?? i don't want to increase column sizes are i have already provided the required sizes and there is size restrictions , so please suggest me any Description. *WARNING- NO MEMBERS LOADED FOR A FLOOR LOAD GENERATION. But still there is a warning stating that "THE FOLLOWING COMMANDS SHOULD NOT BE USED WHEN THE SET Z UP IS ALSO ENTERED: FLOOR LOAD, AREA LOAD, WIND LOAD, Nonlinear Cable Analysis & GENERATION of SPRING The load case of final envelope type will - Applies To Product(s): STAAD. With Regards, Varad RAM | STAAD | ADINA - What is the SET NL command - Applies To Product(s): STAAD. The line number on which the detected issue occurs. 1 0. I cannot figure out how to remove the errors for the 3 plates. **NOTE- Tension/Compression converged after 5 iterations, Case= 3 . 16726e-006 -4 ram | staad forum - - total no. Pro, RAM Connection, Concrete Design, Bentley Structural - Dear team, I am getting an error, for that I am attaching WARNING- THE AXIAL COMPRESSIVE STRESS EXCEEDS THE EULER STRESS FORMEMBER. Go to Control panel > Programs and Features. This dialog is used to add code-prescribed parameters for a static seismic load (i. PLEASE CHECK. Pro Physical Modeller Structure Wizard window opens. Hence, the design of PRISMATIC shapes is not supported in STAAD/Pro. What does this mean? I'm getting a warning in Staad Pro saying something like Zero stiffness. When SFA creates a STAAD. Pro, staad pro v8i, STAAD - Sir Could you please help how to avoid the warning in the structure analysis for warning that structure is disjointed Thanks, Ravi This problem is installed with the program by default to C:\Users\Public\Public Documents\STAAD. Log Please attach STAAD. I assigned timber design to the truss members and I still get the same warning for many members. Note that you can create only one beam between two nodes. Structural Analysis/Design Please help me out in solving the above mentioned warning which I got after analysing a G+8 rcc structure (wind load and seismic load applied). Watch & resolve the warning. Another thing to note here is that although the warning message mentions UBC/IBC, it is applicable to seismic load generation as per any of the seismic codes supported by STAAD. 2 for combined bending and axial compression case. pro there is warning **WARNING- TD or TB IS ZERO IN USER TABLE= 1 for the L concrete column section which I created in user table. RAM | STAAD Forum - - **WARNING - DIAGONAL DECAY AT JOINT 546 DIRECTION = FZ K-MATRIX DIAG= 6. 043 0 -4. BMP. The node is at a corner of the slab and it is pinned. G. 0 Status - FAIL". Skip to main content Communities Toggle navigation. Here i have tried to increase the FU value upto 75, even though the warning remains for majority of the columns. OK, IF PART OF MASTER/SLAVE. So you need to delete it from one of these properties to overcome the warning. In your model, check whether you have applied any load using instructions such as. 3. 00. For second group a used wind load. Note: If the member has offsets, then the location of the load is measured from RAM | STAAD Forum - - Hi Good Day STAAD GURUs My questions are: 1. Can someone help me? The first height is 5. "WARNING: DESIGN OF SECTION FOR MEMBER # IS NOT SUPPORTED. std file also. 4175854E-10 EQN NO 2937 *** LOAD CASE 2 -- START ITERATION NO. I have checked the moments and forces. RAM | STAAD Forum - - Hello members, I have been trying to fix this issue but the solutions provided to fix it aren't clear. I need help with following problems. Pro Description ----- ----- ----- X Z Axis typically parallel to the sections principal major axis. 4. M. Pro Version(s): All Environment: N/A Area: Design Subarea: The steel design output for several members is accompanied by the following warning message : WARNING : THE VALUE OF E FOR MEMBER 21 DOES NOT SEEM RIGHT. To avoid this error i am RAM | STAAD Forum - very weak spring, STAADPro, instabilities, Instability at joint, staad pro v8i, warning - Hello, I am getting the following warning and am not sure how to resolve it. Pro warning: one or more lines are too long and will be split into 2 lines . only first used. The A dvanced solver uses the eigen-solution method, The B asic solver uses a starting trial value for Buckling Factor and refines it using the iterative method. 90925; 3 -9. std" directly using STAAD. Pro Version(s): ALL Environment: ALL Area: Modeling Solutions Subarea: Materials. 1. You will find it if you search by "Modeling and Numerical Instability Problems". 00 . Created 3y ago 3 years ago in RAM | STAAD Forum. Perform Buckling Analysis in STAAD Use the command PERFORM BUCKLING ANALYSIS in STAAD (See below) ***** ***** Both solvers in STAAD are solving this expression. Pro, Steel Design, flat bar - May I know how to model Flat Bar in Staad Pro? I got a "Design not performed for User General Sections" warning after trying to insert the section using User Table. 5” Deep beam is not designed in STAAD. Sort by date Sort by votes Mar 18, 2009 #2 RAYC1 Mechanical. Pro Technical Reference Manual, as well as in Example problem # 13 in the STAAD. Staad Pro warning for IS:13920 Design: Dear Sir, When i modelled a G+2 building for Pune location with Ductile detailing i got the following warnings in my model. What do we mean by member connectivity? Load Envelopes are a means for clustering a set of load cases under a single moniker (number). Pro Version(s): ALL Environment: ALL Area: Modeling Solutions Subarea: Properties: Original Author: Sye Chakraborty, Bentley Technical Support Group I am getting a warning “WARNING- TD or TB IS ZERO IN USER TABLE ” Dear Subscribers, My Own Application Published On Play store And App Store. Pro Version(s): All Environment: N/A Area: Design Subarea: American Steel **WARNING- THE AXIAL COMPRESSIVE STRESS EXCEEDS THE EULER STRESS FOR MEMBER X EQN. 553; 4 7. Thanks and This is a demonstration on how to fix these warnings in Staad. SKM. All the design results are in KN MET (unless otherwise noted) by . PLEASE CHECK RAM | STAAD Forum - ** WARNING ** A STIFF MATERIAL WITH 1. Where: 8 * TENSION BRACING *** WARNING: BEAM PARAM CHANGED FROM Another thing to note here is that although the warning message mentions UBC/IBC, it is applicable to seismic load generation as per any of the seismic codes supported by STAAD. Since you are trying to design a non-standard user defined section as per the Aluminum code in STAAD. To apply concentrated member loads. how can these warnings be resolved?the model does has member releases hereby is my code for staad pro: staad space start job information engineer date 01-apr-20 end job information input width 79 unit meter kn joint coordinates 1 0. Specifically, for those examples which use the CHANGE command (see TR. Also here is a list of related wikis on the topic: STAAD. I want to consider it as 25mm which I have defined in Design Parameters, but after analysis is done, it shows that The Last Assigned Material Will Be Used In T - Applies To Product(s): STAAD. The master/slave option provided in STAAD. I need to use plate member for stair stringer, Staad is showing errors for the analysis of the member. ITEM "f3" NOT PROVIDED FOR MEMBER 2 CASE 1 "f3" ASSUMED TO BE MEMBER LENGTH = 12. Pro applications. staad pro warnings Thread starter ruchirak12; Start date Apr 23, 2015; Status Not open for further replies Staad came up with the warnings, but continued to complete the run. The allowable stresses for a GENERAL section are computed using the rules of a RAM | STAAD Forum - - I have a question about the CHANGE Command in STAAD, When performing a multi Run analysis in STAAD, Why is that I need to specify A run analysis command after each wind/seismic load case and then add a Change command after them but not after the dead load case or live load case or after the load combinations ? In STAAD. For more details about instability warnings, go through the following post -- Hello All, During the seismic analysis in Staad pro, i am getting a warning that "Mass Participation - Ratio Limit (%):65. This warning is reported upon opening a STAAD model if it contains one or more members that have been assigned multiple materials. You can then see the analysis warnings by opening the analysis output file. There are 0 errors, but 26 warnings. Created with Sketch. AISC H1-1 CANNOT - Applies To Product(s): STAAD. Pro can check irregularities per the IS 1893 2016 and ASCE 7-05/10/16 seismic codes. Pro Version(s): All Environment: N/A Area: Steel Design Subarea: IS 800:2007. Pro must be running. Pro Version(s): ALL Environment: ALL Area: Steel Design Subarea: American STAAD. pro output loading 1 loadtype none title static_x ----- loading 2 loadtype none title static_z ----- loading 3 loadtype none title static_y ----- **warning: if this ubc/ibc analysis has tension/compression or repeat load or re-analysis or select optimize, then each ubc/ibc case should be followed by perform analysis & change. There are several instability warning messages due to the presence of full moment release (MY MZ). 1 of IS13920, the axial stress in flexural members should not exceed 0. Log in; RAM | STAAD Forum - ** warning: no valid groups in group definition data ** #staadproinhindi #instability #warning Watch important Solution of Important Staad Pro Issues. For IS 1893 2016, the program can check horizontal irregularities (torsional and reentrant corners) per Table 5 and vertical irregularities (mass irregularities and irregular modes of oscillation) per Table 6. Flat 10% Discount On Staad Pro & RCDC Course (Coupon Code: ABID10) 🛑Play Store👇 RAM | STAAD Forum - - I'm using tapered steel sections in STAAD PRO V8i and the design output has warning of "> "tapered beam design output On your suggestion to create user table, I have made it as well but the same warning is shown on the staad output. When the PERFORM ANALYSIS and CHANGE command is used after a static seismic case, the software actually saves the generated seismic loads and later reuses these data when RAM | STAAD Forum - STAAD. Else deflection check is not performed by the program and a warning message will be printed in the output file as -- WARNING- Load Command line is t Here you will know about some common warnings that come in staad pro and solution to it. 463(JOINTS 363 - 444 - 441 - 327) RAM | STAAD | ADINA - Serviceability and Strength check for the same load combination - Applies To Product(s): STAAD. For the first group I used selfweight + pressure on the slab. Zero Stiffness. 6346; 2 -0. 38 Change Specification), if you want to add more RAM | STAAD Forum - STAAD. Dear Er. RAM | STAAD | ADINA - Value of E for Member NNN Does not Seem Right - Applies To Product(s): STAAD. 1) Locate the line which says SET Z UP. Pro like v8i Tools > Check Multiple Structures). A pictorial representation of DJ1 and DJ2, as well additional information on these topics is available under the "Notes" section of D3. " After analysis , I get the following warning in the output file : **ERROR** PLATE NO. A: RAM | STAAD Forum - indian code - Dear Sir, The members which are defined as truss also gives the warning of MOMENT AMPLIFICATION FACTORS KY OR KZ IS GREATER THAN 1. i have also noticed by double clicking on some columns after designing. What does that mean ? This warning is reported whenever a model contains a time history or steady state analysis, and also utilizes control/dependent equations About Press Copyright Contact us Creators Advertise Developers Terms Privacy Policy & Safety How YouTube works Test new features NFL Sunday Ticket Press Copyright That is why, in the output file, you will see a warning message that an out-of-plane load has been applied on a PLANE structure. Please help me to solve the problem. The warning will appear when you have a structure in which there is no stiffness in a particular degree of freedom. **warning - unexpected command in load data check spelling and order of data in case no. ini which is located in (for STAAD. *Note: in order to change the Tolerance value, make sure that you have full read/write privileges to the file StaadPro20070. B. 8625880E+04 L-MATRIX DIAG= 2. 3 Hello All I am receiving this warning in my model, I can not understand the Warnings: **WARNING: IF THIS UBC/IBC ANALYSIS HAS TENSION/COMPRESSIONStaad pro tutorials Explore the full course on Udemy with a discount using the following While analyzing the network tied arch bridge in Staad Pro the following warning appears ‘The value of Fyld for member (cable) does not seem to be right’. For IS 1893 2016, the program can check horizontal irregularities (torsional and reentrant corners) per Table 5 and vertical irregularities (mass ram | staad forum - - **warning- consecutive analysis commands. Pro:Warning: - Instability at a certain joint and - Zero stiffness at a certain direction This page contains FAQs related to Instability and Zero Stiffness warnings in STAAD. 38 Change Specification), if you want to add more In this video, you will learn how to specify the Set NL command in STAAD. Pro Help. RAM | STAAD Forum - - Dear All, i have modelled a bridge abutment with plate model and i have got a warning mentioned below. Pro:Warning: - Instability at a certain joint and - Zero stiffness at a certain direction In this video i am going to show you that how to solve UBC/IBC warning in staad pro. kind help me to improve the #civilengineering #buildingdesign #staadJoin this channel to get extra benefits :Memberships linkhttps://www. 19 5. ***** end of the staad. Instability 2. As the bending moment in the truss member is 0, why does STAAD throw this staad pro generated data do not modify !!! and !> end generated data block to you input file as shown below: <! staad pro generated data do not modify !!! parametric model meshed surface 1. Torsion. Pavan, As per Clause 6. When the PERFORM ANALYSIS and CHANGE command is used after a static seismic case, the software actually saves the generated seismic loads and later reuses these data when I am getting a warning in my analysis output as shown next *WARNING* CONTROL/DEPENDENT EQUATIONS ARE NOT PROPERLY CONSIDERED IN A TIME/STEADY SOLUTION. These But it is showing a warning that, Kindly explain what is the meaning of that. Thus whenever a beam is sub-divided into many sub-beams or you model a beam of small length , then L/d ratio is decreased since in this case length (L) is the length of the sub-beam and not the whole length of the beam extending between two columns. so staad is not checking the moment force for that particular member? but RAM | STAAD Forum - - Now, after last update of Staad. 194%. What's the best way to get rid of it??? Any suggestions Replies continue below Recommended for you. e. What does that mean ? This warning is reported whenever a model contains a time history or steady state analysis, and also utilizes control/dependent equations RAM | STAAD Forum - STAAD. What does the warning mean ? For models with large number of plates, the software automatically splits the PLATE MAT commands into multiple commands such that for each command, the list of plates is less than a certain number. But the code specifies the check as per 9. The following STAAD. Om Shiv Raja BabuFor Any query, WhatsApp: +918433248864 To join our pro RAM | STAAD Forum - - "**WARNING: IF THIS UBC/IBC ANALYSIS HAS TENSION/COMPRESSION OR REPEAT LOAD OR RE-ANALYSIS OR SELECT OPTIMIZE, THEN EACH UBC/IBC CASE SHOULD BE FOLLOWED BY PERFORM ANALYSIS & CHANGE. Pro, plate element - Hello All, I got a ** WARNING ** A STIFF MATERIAL WITH 1. WARNING- Load Command line is too long and will be truncated. Pro Version(s): ALL Environment: ALL Area: Modeling Subarea: Original Author: Warning, Entity # Has Already Had A Material Assigned. while designing, it is showing the warning that "VERY WEAK SPRING ADDED FOR STABILITY". Pro SELECTseries 4): RAM | STAAD Forum - - Dear Sirs/Ma'am, After I run my analysis in staad. 1 fck. Pro Editor externally, this feature is disabled. Please note that there . 44 of the STAAD. 15001 0; 3 0. More than 1000 of my members are facing this warning. Created 3y ago 3 years ago (Edited 9mo ago 9 months ago) in RAM | STAAD Forum. The warning message stated that Staad had automatically installed a very weak spring at the joint to make it think that there was some stability Make sure that selected units are the same as in the main STAAD. 1x5chs pass bs-4. RAM | STAAD | ADINA - WARNING-NO MEMBERS IN SPECIFIED VERTICAL RANGE - in STAAD. However, in my staad output, the Mass Participation in X-direction is only 0. Pro when you are preforming a multi-run analysis. check code memb 1 to 3 6 to 8 steel design staad. Pro Version(s): ALL Environment: ALL Area: Analysis Solutions Subarea: Miscellaneous *WARNING- NO MEMBERS LOADED FOR A FLOOR LOAD GENERATION. The error generated during the analysis of model. pro code checking - (bsi ) ***** program code revision v2. 2. : to This is a demonstration on how to fix these warnings in Staad. An icon which indicates the type of issue detected: error, warning, or message. Zero rows and zero columns (at a joint) in the global stiffness matrix can occur when trusses or releases or tension/compression-only are used by some or all of the members STAAD. Like, Share & Subscribe!Learn STAAD Pro. 6 - The user interface includes a list of response reduction factors taken from Table 10 of IS 1893 2016. Is there a way to change the display size of the text? RAM | STAAD Forum - - Good day! Please help me. When I zoom in, the font does not appear any larger. 04. I created model in Physical Modeling with load group. 99) which will eliminate this instability warning messages. Please activate the license in order to use the code' when trying to add a design parameter or design command for many design codes like ACI, AITC, EN 1993-1-1:2005, Aluminum etc. " I did not understand anything from that warning but it contd to analize the structure. As per IS-1893-2016, "The first three modes together should contribute at least 65% mass participation factor in each principal plan direction". The Check Model Integrity dialog opens. The list of warnings are as below. I am getting a note in my analysis output as shown next *** NOTE: MASS MODEL FORMED WILL BE USED IN SEISMIC/RESPONSE/TIME HISTORY LOADING, IF ANY. 252366 -4 4. Pro input file contains a simple composite deck. One of the steps involved in this method is the assembly of the global stiffness matrix. 2 of IS-13920:2016. To delete it open your STAAD Editor find the line" MEMBER PROPERTY" and search for repeated member number like 10,12 etc and delete the repeated one. Pro,'' Whether the Structure is having Tension or Compression". 99 MPZ 0. You can make a copy of this folder at a different location and open the ". RAM | STAAD Forum - - I am facing this issue at some of the columns , for mostly its at the lowest part of column and above are okay . please help me with : the use of TRACK 4 Command why the warning is there Which software is this related to. of joints is greater than 999 warning Staad Pro - WARNING: The current units are in KN METE. 40, I keep getting the following warning everytime I close the editor. Pro Examples Manual. Pro Physical Modeler Help. Can I ignore this warning? RAM | STAAD Forum - CONNECT Edition, design, structural engineering, STAAD. For a GENERAL section, STAAD provides the means for providing dimensions of the components that are critical from the standpoint of computing allowable stresses. IF MASS MODEL IS SEPARATELY PROVIDED IN INDIVIDUAL LOADING, THE GENERATED MASS WILL BE REPLACED BY THE MASS PROVIDED IN INDIVIDUAL LOADING. Pro axis convention and the AISC 360:16 design results are reported in AISC 360-16 code axis convention. staad. RAM | STAAD Forum - - Hello, My company is working using STAAD Pro. Pro can only carry out Aluminum design on standard sections which are defined in the aluminum database available in STAAD. By connecting node using add beam, you can create beam member. after steel designing i am getting warning that ,at one node of cantilever truss ,weak spring is provided there. Pro Technical Reference Manual for the typical cause of instabilities. Sangram Kishore Mohanty. What does a zero stiffness warning message in the STAAD output file mean? The procedure used by STAAD in calculating displacements and forces in a structure is the stiffness method. Pro, you select default units of length and force. The eigenproblem is solved for structure frequencies and mode shapes considering a diagonal, lumped mass In this case, a warning message is given. I have this message. by . Pro Version(s): All Bentley Technical Support Group I get a warning message during analysis saying *WARNING- APPLIED SELFWEIGHT IS MORE THAN TOTAL WEIGHT OF ALL STRUCTURAL ELEMENTS IN LOAD CASE 113 ALONG Z. RAM | STAAD Forum - - Hi all. You may want to check the way the lower edge of the structure has been modeled in the Physical Modeler. 80001 0; 2 13. Share Add a RAM | STAAD Forum - - Hello everibody. Pro moving load generation - Applies To Product(s): STAAD. After ANALYSIS AND DESIGN RUN I have encountered with the warning that UDL is not defined to the member but i have already defined the Wall load. How can Like, Share & Subscribe!Learn STAAD Pro. No" and the other two are "There were more than 12 Just Check the i) Nodes where floor load assigned (** this is in this tutorial) ii) Unit Parameters remain consistentmore. I think it may be affecting why I am not able to view my utilization I am getting a WARNING: IN UNIFORM MEMBER LOAD. Pro Instability And In this video, you will learn how to design gusset connections in STAAD. Pro model. When using the AREA LOAD or FLOOR LOAD to represent the load beeing carried by the slab does STAAD automatically convert those loads to RAM | STAAD Forum - - Hi sir, I am designing an elevated structure with truss member cantilever by 600mm . Om Shiv Raja BabuFor Any query, WhatsApp: +918433248864 To join our pro There are some plates like 73, 93, 95 etc ( highlighted below) that have a very high aspect ratio. rsd (which are located in the same folder where STAAD. But the text for all such labels are so small it is difficult to read on my screen. RAM | STAAD Forum - - I am able to show the labels such as distance between nodes, beam shape, and specification, etc. Hello, I keep getting this warning in my analysis output. I am attaching the INPUT file for reference. Am new to STAAD Pro. pro run ***** can you explain what it means? Since STAAD. 553; RAM | STAAD | ADINA - “WARNING- TD or TB IS ZERO IN USER TABLE ” - Applies To Product(s): STAAD. One The document discusses two types of warnings that may appear in the output of Staad Pro: instability warnings and zero stiffness warnings. Properties and material are assigned to all members/elements, material used has a non-zero density value and if assignment of selfweight is required in the software (as in STAAD. RAM | STAAD Forum - - i am getting this warning in staad analysis : WARNING: Relative strength checks have failed at beam/column joints as per Clause 7. Pro Version(s): ALL Environment: ALL Area: Modeling Solutions Subarea: Loading RAM | STAAD Forum - - I have already input the ranges for the wind load along x but still I get the warnings: 203 RAM | STAAD Forum - warning-fx fy fz wind forces ignored (i already input min and max values for windload but still warnings appear) Good day guys, we shall learn how to resolve instabilities waring in staad pro connect edition Like, Share & Subscribe!Learn STAAD Pro. ( help with this Warning ) Created with Sketch. The program will delete any model objects which have the same connectivity. Pro models saved in any of the location mentioned under point 5, then copy the file and save it in any other local drive. 8. If your command line goes beyond this (72 or 79 characters) the remaining characters are shown in light grey (in staad editor). Just Check the i) Nodes where floor load assigned (** this is in this tutorial) What does a zero stiffness warning message in the STAAD output file mean? The procedure used by STAAD in calculating displacements and forces in a structure is the stiffness method. Jul 30, 2001 16. 17. I have defined all bracing members as trusses. I wanna how to remove members are on the same joint warning in staad pro connect edition in 2 mins day 12. The meaning of the warning message is – same load case cannot be present in two separate types of load envelopes. 65 m. 593 0 -4. Add a STAAD. The Actual value is 1240N/sqmm (1240000kN/sqm). Saqib Butt. Om Shiv Raja BabuFor Any query, WhatsApp: +918433248864 To join our pro STAAD. , an equivalent lateral How to convert a "SET Z UP" model into a "SET Y UP" model? Go to the Utilites menu and choose Command File. Remove that line, or, put an asterisk in the first column of that line. I would request you to help me in this and get the problem solved. The definition of local displacement is available in Section 5. HI, thank you for your valuable reply. Pro CONNECT Edition\Samples\ Sample Models\UK\UK-4 Inactive Members in a Braced Frame. I am getting errors in the cross-bracing when I run the analysis. I have applied the floor load in a model with SET Z UP command and its working fine. it contain top and bottom slab. cut, . Explorer. The design lateral shear force at each floor in each mode is computed by STAAD. type slab. To assign concentrated member forces or moments to the currently selected members, use the following procedure. If the member is subjected to either tension or compression STAAD checks slenderness as per those default values if no manual value is entered for them. What does the warning mean ? When one specifies uniform member load on a member, the software expects the data to be according to the following format In STAAD slenderness is checked for tension and compression cases. 674 0 0; 3 -1. What does it mean? If the model contains any of the following data, it could trigger that Note. So the command line is restrict to either 72 or 79 characters. Pro, you There is some explanation available in the STAAD. 1 Notes of the STAADPro Help Fill. youtube. rcc and . Connect Edition V22 which is recently purchased. 1 Solution of the Eigenproblem. Use TRACK 4 for details. Pro - Hello Everyone , firts of all i am desing metering skid foundation and i use a empty object , RAM | STAAD Forum - WARNING- JOINT NO. 546665 -4 10. Pro SS6 version, it is necessary to specify the service load envelope before the design parameter command to perform the deflection check. staad space start job information engineer date 01-dec-20 end job information input width 79 unit meter kn joint coordinates 1 0 0 0; 2 6. If by mistake you create two members between two nodes, this warning will appear. pro run ***** can you explain what it means? and 7 warnings are due to instability at joint. RAM | STAAD Forum - STAAD. Pro model (. On a general note you can check a few things. 553; 5 0. Thank you. This warning generally occurs when different size is assigned to the same member. Here you will know about some common warnings that come in staad pro and solution to it. I am not RAM | STAAD Forum - STAAD. Warning message in output file: This structure is disjointed, accompanied by several instability warnings. 4. Pro provides the following methods of modeling rigid diaphragms for structures. Im also attaching the . 6. std file) as well as files . When you must use different units than the defaults in a particular field, you will simply type them in the appropriate fields in the properties panel. Go to Command >> Miscellaneous >> Input Width option. 24 warnings are "Zero Stiffness in Direction at Joint Eqn. This is being checked by STAAD and being reported to be the issue. com/channel/UCPIuHbu-jDkgW_Yp41H32LQ/joi I am getting a warning in my analysis output as shown next *WARNING* CONTROL/DEPENDENT EQUATIONS ARE NOT PROPERLY CONSIDERED IN A TIME/STEADY SOLUTION. Created STAAD. In this case, the results returned include missing modes. 29 0 0 32 0 0 28 0 0 20 0 0 12 0 0 3 0 0 8 0 0 4 0 0 13 0 0 21 0 0. 13_5950-1_2000 **warning** design not performed for this cross-section type **warning** design not performed for this cross-section type **warning** design not performed for this cross-section type 6 st 76. e (This issue has been addressed in the STAAD. 108E+01 TIMES THE STIFFNESS OF STEEL ENTERED. While working in it we have encountered an issue that the program does not consider "Clear", "CLB", "CLT" commands for specifying clear cover. 1. 7. On the Model ribbon tab, select the Model Integrity Check tool in the Edit group. In this video i am going to show you that how to solve unexpected command warning in staad pro. Pro allows you to model specialized linkages (displacement tying, rigid links) in the system. mesh org 2 5 7. By default values of MAIN & TMAIN are 200 & 300. 6 Equivalent Static Method Floor loads are not generated for the most part of your structure. I don't know how to check IX value in UPT file,. Pro version 20. ( In older versions of STAAD. Pro, staad pro v8i - How to solve this warning Loading Skip to page content. , this feature is convenient. There are 2 parameters in design parameter tab, MAIN & TMAIN. Instead i created a new UPT file with different name and ensured the properties before save the file, but still i am using the same problem. It just stays the same size no matter how much I zoom in. Table 1. I have quick question about online support for Staad Pro connect edition. Pro model for the analysis of mat foundation, it adds the LOADTYPE data into the Load Case name line, so this line becomes longer. if i run the file in older version then there is no warning like this. For example, SLAVE FY connects the two joints such that the Y displacement at the slave will be the sum of Y displacement at the master plus the rigid rotation, STAAD. If you have launched the STAAD. Pro, STAAD - Hello, I came across with an issue, could you please help me. On the other hand if you see the "Analysis is completed" message inside the Output window, the warning messages would most likely be inconsequential. Pro, bracing, zero stiffness - Hi, I have created a model in the physical modeller (attached). Pro to version 22. Pro input, there are 2 options: 72 character width and 79 character width . This error generated when you forgot to add analysis print dat When you begin a new model file in STAAD. Instability warnings can occur due to improperly specified truss members, improper supports, or Note: In order to check for errors, STAAD. RAM | STAAD Forum - - Good afternoon, I am designing culvert in staad. boundary 10. ZIP. Pro will always use the properties of steel that is there in it’s database for these beams except for the damping ratio. when i try to analyse i get following warning message. opening poly 4 Warnings in output of Staad Pro Two warnings : 1. ; Check the Dupcliate option for the model objects as necessary: Nodes; Members; Surfaces; Openings; Regions; Click Validate. i. Then I used Analytical model and I created Load&nbsp;Cases Detail&nbsp; (I used&nbsp;the **warning - unexpected command in load data check spelling and order of data in case no. Commonly used SET commands which take units; Command Parameter Description SET NL i1: The SET NL command is used in a multiple analysis run if you want to add more primary load cases after one analysis has been performed. I have attached model below, kindly suggest how to resolve this warning *WARNING* PLATE NO. Example Composite Deck. RAM | STAAD Forum - - Hi all why i am getting this warning shown below ,Help me out for this thanks in advance **WARNING** - ALL DEGREES OF FREEDOM FIXED. mesh param 3 2 0 0. please give solution to remove these warnings. 791 0 -4. 1 command= start concrete design check results carefully, loads may have been lost ***staad. Help me to solve this remedy. If there are instability messages, does it mean my analysis results may be unsatisfactory? If there are I created a model and analyzed. 19 0 0 For a GENERAL section, STAAD provides the means for providing dimensions of the components that are critical from the standpoint of computing allowable stresses, such as flange, web, etc. 521001 3. Double-click on the issue will point the input view to this line RAM | STAAD Forum - - Dear Sir/Madam Greetings, Wrt above subject, i want to know the exact solution for the warning stated by staad pro software analyzing the . pro warning*** analysis not performed - so above command can not be processed. The modal loads are analyzed and the overall dynamic effect is determined by The STAAD. 0 Instability Warnings: Truss member: Warnings in output of Staad Pro Two warnings : 1. DXF START JOB INFORMATION ENGINEER DATE 18-Sep-18 END JOB INFORMATION INPUT WIDTH 79 UNIT METER KN JOINT COORDINATES 1 -0. 532 3 STAAD. You can change this to partial moment release with 1% fixity (MPY 0. Pro utilizes the following procedure to generate the lateral seismic loads: You The program will accept other values in the DM parameter, but a warning will be issued in the output. ERROR***MATERIAL GROUP AND EXPLICIT CONSTANT SPECIFICATION CANNOT BE In Staad Pro, to create a beam you need two nodes. RAM | STAAD | ADINA - ERROR***MATERIAL GROUP AND EXPLICIT CONSTANT SPECIFICATION CANNOT BE USED TOGETHER - Applies To Product(s): STAAD. WARNING: DESIGN OF SECTION FOR MEMBER # Please help me how to rectify the modle and get the member WARNING:LENGTH TO DEPTH RATIO FOR MEMBER IS LESS THAN 2. You may get around this problem by defining the properties using the GENERAL section in a User Provided Table. Pro. Pro with RAM Connection. Thanks in advance RAP Skip to page content. Pro In the output file, I see the following Note. . I am analyzing a mat using PLATE MAT support and getting a warning " **WARNING, 1 or more joints are in multiple SUPPORT commands ". 90) Warning message saying 'Warning, Design code license is not activated. **WARNING- THE AXIAL COMPRESSIVE STRESS EXCEEDS THE EULER STRESS FOR MEMBER X EQN. I need the floor diaphragms for soft floor check . If you can help me I' ll be grateful. STAAD. STD when you install the program. AISC Spec. Pro in accordance with the Indian IS: 1893 If any soft story (as per definition in Table 5 of IS:1893-2002) is detected, a warning message will be printed in the output. In case you comment about the duplicated elements, no, is not the case, the materials are single for every member. / Structural Design on live project with Er. The torsion arising due to dynamic eccentricity (i. Error: Only 1 UBC Case Can be Solved in a Tension/Compression RAM | STAAD Forum - - A warning MEMBER IS SLENDER AND CANNOT BE CHECKED FOR MOMENT FORCES is showing in output file while designing a slender member in IS 800 2007 Code, This warning is start after the software update. MEMBER LOAD those do not qualify as the PLANE type in STAAD. 119 NOT CONNECTED. 11. STAAD SPACE INPUT WIDTH 79 UNIT FEET KIP JOINT COORDINATES 1 0 0 0; 2 10 0 0; 3 20 0 0; 4 30 0 0; 5 0 0 35; 6 The warning is a generic one and is intended to inform the user that even if a different material property is assigned to these beams, STAAD. What does that mean ? Warning: Make sure you scan the downloaded attachment with updated antivirus tools before opening them. If there is any STAAD. How do I uninstall Staad pro from my computer? Close all STAAD. 2448(JOINTS 2017 - 2088 - 2160 - 2089) IS BADLY SHAPED, WARPED, NOT CONVEX, OR NOT NUMBERED COUNTER-CLOCKWISE. I have made a plate model and applied few primary loads and combinations which includes hydrostatic loads, nodal loads etc. To resolve this warning just delete the other non-required beam or merge the beams from Note: In order to check for errors, STAAD. The columns are Designed for Negative axial load and moment. In STAAD, two parameters are available - one called MAIN and another called TMAIN if you wish to bypass this check (TMAIN is available for some codes only). std file. STAAD WILL INFINITESIMALLY RELEASE MOMENT-X AT FIRST JOINT ENTERED. Example Problem No. rktul iatyinc qjsd wnoo qwah kxpg snd nsylbq fybh ctylr