• STAAD Wind Load Generator

    Regarding wind load generator in STAAD Pro V 22.06.00.138 My structure is simply a box structure but when using wind load generator applied to a group, the wind load generated in +X and -X as well as +Z and -Z have a discrepancy. It seems that loads…
  • Definition of Deflection Loads

    Can someone please define/review my understanding of the following Deflection loads shown in the beam results report? Initial Load = dead and live construction loads + deck and beam self weights Live Load = live load Post Comp Load = super imposed…
  • OpenSTAAD | OSLoadUI::Function to remove load from element.

    Is there an OpenSTAAD function to remove loads to an element? Surojit Ghosh Shreyanka Bhattacharjee
  • floor load

    I am trying to apply a floor load in my model but , in the right Staad doesn't apply the load , the right is a cantilever How I can resolve this problem .
  • Load error (Unexpected command in load data/ Check spelling and order of data in case No. 6)

    Receiving the following error when attempting to design project for concrete: Can anyone help? One Bigelow After Rebuild.std
  • UNABLE TO GENERATE INCLINED FLOOR LOAD.

    STAAD SPACE START JOB INFORMATION ENGINEER DATE 02-Feb-19 END JOB INFORMATION INPUT WIDTH 79 UNIT METER KN SET FLOOR LOAD TOLERANCE 0.01 JOINT COORDINATES 1 0 0 0; 2 4.95 0 0; 3 7.975 0 0; 4 11.94 0 0; 5 15.94 0 0; 6 19.855 0 0; 7 24.025 0 0; 8 27.94…
  • STAAD RCDC IMPOSED LOAD

    While designing reinfoced concrete slab in RCDC it asks for the Imposed Load and Live Load to fill out; it doesnt collect the load data from STAAD model. Should include the self weight of the slab in the IMPOSED LOAD or program calculates and adds the…
  • Interrogation of Existing Model Load Application to Beams

    Hello, Does STAAD have a facility (Queries, VBA etc.) in which you can list all load cases applied to a particular member? I am interrogating a global topsides analysis model, the number of load cases makes determining the applies cases to a given member…
  • How to determine the total load on the structure members in staad pro?

    180414.rar Please, I want to know the total load on the structure members
  • Load combination as per IS456 & IS1893

    Dear sir, After defining load combination; I have to developed Envelop. for that which combination I use for Serviceability& which for Strength. please confirm me load combination for both.
  • User Defined loading type

    Does "User Defined Loading Type" allowed in the latest version of Staad Pro?
  • **ERROR - FINISH COMMAND IN LOAD DATA *** ERROR *** ABOVE LINE CONTAINS ERRONEOUS DATA.

    Can you help me? I don't know what's wrong with ENS1.std
  • RE: Dead Load calculation from country structural code

    You can convert a pressure type load to a member load ( load/unit length ) by multiplying the pressure by the width of influence area for the beam to get an udl on the beam. An easier alternative for converting the pressure loads to member loads is to…
  • need a help in assigning loads

    Hi everyone. I have some doubts in assigning loads. I will upload a structure finished up to assigning properties. Could you please suggest me load act in this structure? Mainly in stairs place how to calculate load. I'll upload floor plan and modelling…
  • RE: RAM Concrete beam not being loaded by slab

    If part of the floor slab at that level is two-way, then the whole thing gets meshed and that could cause the behavior you describe. More on two-way slabs here:
  • Bottom and top of column member forces do not match

    I've built a 3 story RAM SS model with steel columns pinned at the base, and concrete piers (modeled as concrete columns) pinned at the top. When running a report on the member forces of each, the loads at the bottom of one do not match with the loads…
  • Staad Pro load type-linear varying

    Hi, everyone. I am a new user to Staad Pro, and now i came across an issue in load setting-member load-linear varying , my member local y-direction is different from global y direction(my structure is a basket type and all members are facing radially…
  • STAAD member load definition error

    I have been using STAAD Pro V8i (release 20.07.05.15) for multiple light structure analyses, and I have recently noticed an inconsistency in the software with regards to member load definition. It is apparent that my version of STAAD is performing…
  • Input loads in tabulated form/Import load tables

    I would like to be able to import tables of column loads (on a raft model) from a database (txt, excel preferred) into a RAM Concept Model. There does not appear to be a facility for this in the program. My interpretation of the interface and the…
  • Wind load for leaning structures

    Hello In a tutorial I read that wind loads can only be applied to members or planes paralelle to one of the axes, is this true? My building is shaped like a diamond and therefore have very few members fulfilling this requirement. I have used the…
  • STAAD PRO: How to model an equipment with a single node in the CoG and transfer loads to other nodes

    Hallo everyone and thank you in advance for the help and the advices you will give me!! I'm a new STAAD PRO user, I have modeled a 3 floors beam structure, on the top floor of this structure there is a filter house. The structure is loaded by some…
  • Group Loads / Link text / Rayleigh Calc a load case?

    I need to perform some rayleigh frequency analysis on several load cases of a foundation I am working on. Is there a way to either link text, group loads (other than the obvious load combinations), or run a rayleigh frequency analysis on a load…
  • Inclined Load Path due to Member Offset at one Node

    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…
  • PROBLEM WHEN IMPORTING LOADS FROM STAAD OFFSHORE TO STAAD PRO

    Dear Sir, I will explain how I do to generate the loads and analyze my structure and explain my problem/ First I do all my geometry with all my load combination of my structure with Staad pro V8.i Then I open my model with Staad Offsore and…
  • Combatibilty Issues between STAAD PRO V8i SELECT SERIES 4 and STAAD OFFSHORE.

    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…