• Design of Solid slab (Conventional slabs)

    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…
  • Dummy beam

    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?
  • **ERROR: BASE DIMENSION SEEMS IMPROPER. PROGRAM CALCULATES BASE

    please check error. 8272.Structural Staircase-3-1.STD
  • UC Ratio problem

    warehouse.zip wind calculation also in that folder.... try to fix this probem guys
  • how to get the loadings details in report????

    I have got my report, but there is no loading details like dead load, Wind loads and all... In report settings i have added Loadings, but its not showing.... Wt to do???? i want to see other load details. How to get that details?
  • UC Ratio problem

    Actually i need all members UC Ratio values. How to get all values???? Please guys guide me New folder (2).rar
  • Pipe in boxculvert stress analysis

    First of all, I would like to let you know the objective of the subject is not pipe stress analysis result (as in other pipeline/piping software). I would like to ask for structural analysis related to pipe (pipeline) located in boxculvert. I need an…
  • 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
  • Staad Pro - Critical moment calculation according to Eurocode 3

    Hi everyone! I am analysing a Channel section according to Eurocode 3 and I am finding it hard to understand how Staad calculates the critical Moment (Mcr) The critical moment I get from the program is different from the one I get from "Annex F of…
  • Staad Pro - AISC ASD steel design

    Hi everyone! Where can I find the expression for the parameters "FCZ", "FTZ", "FCY", and "FTY" in AISC ASD regulation? Thanks!
  • Tapered Members

    Section 5.20.3 states that "f 1 (Depth of section at start node) should always be greater than f 3 (Depth of section at end node)." In the model I am working in, it makes more sense for me to define my members from left to right which results in some…
  • STAAD.Pro v8i SELECTseries 1 (build 20.07.06.35)

    There has been a new QA&R posting of STAAD.Pro V8i SELECTSeries 1 (build 20.07.06.35) on the Bentley SELECT server that addresses a number of issues which were not addressed in build 20.07.06.34 released on 18th March 2010. The additional issues addressed…
  • Insider Skills: STAAD this Friday July 19th

    Join us for our Free seminar this Friday July 19th. Click Here for login information and a full description of Insider Skills. This weeks Topics: Wind Load Generation Floor Loading Options Seismic Load Generation Custom Section User…