Hello, I had a question regarding this simple circular tunnel model shown below. I have the following modeled to check the shear SQY. I know I'm missing something simple here so I hope I can get some help. L=100 ft (total longitudinal length)…

I have an error and warning in my staad design.i need some advice how to solve my issue. CE PROJECT DESIGN.std PDF i hope you will help me on this.... thank you and mabuhay

I'm designing a concrete slab in STAAD. AT the end of the file, I have the following and would like to define the cover as 2.6": START CONCRETE DESIGN CODE ACI 2011 UNIT INCHES KIP FYMAIN 60 ALL FC 4.5 ALL DESIGN ELEMENT ALL CLB 2.6 ALL CLT 2.6 ALL…

Sir Could you please help how to avoid the warning in the structure analysis for warning that structure is disjointed Thanks, Ravi

portal peb (4).std

How to solve this warning

How to model, analyze, and design this reinforced concrete cantilever beam using Staad Pro?

While deigning structure in staad as per IS 13920 i got following Note in output. NOTE :- SOME OF THE BEAMS CONNECTED TO THE COLUMN NO. ** ARE NOT DESIGNED. ONLY SHEAR FORCE FROM ANALYSIS WILL BE CONSIDERED FOR SHEAR DESIGN. Please suggest me any…

Hello sir(s), While deigning structure in staad as per IS 13920 i got following Note in output. NOTE :- SOME OF THE BEAMS CONNECTED TO THE COLUMN NO. ** ARE NOT DESIGNED. ONLY SHEAR FORCE FROM ANALYSIS WILL BE CONSIDERED FOR SHEAR DESIGN. Please…

Hi guys, im having trouble with some warnings in my staad pro file.. can someone please help me?? im having an errors of: Zero stiffness, Tension/compression and others. [Admir Islamovic]-STP-Final Project - Eiffel Tower.std

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…

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?

How to create a cantilever slab without beams in the Physical modeler in STAAD connect edition?

I have an assignment to submit and it about modeling gravity dam and analysis, how to get mesh sensitivity analysis, and how to obtain the contours of compressive, tensile, and shear stresses as well as displacements. Adopt a suitable elastic-linear constitutive…

Dear sir, As per the attached file when i check the moment diagram for secondary beams 356*171*45 .staad showing as these beams are pinned and in my model,I am considering them as a fixed .Why moment is not coming at the end nodes? roof.std …

Good Day Everyone I do have a quick question regarding Seismic Load. Q1. If I have the total mass for seismic design as Force (kN), then I apply it to center of mass/gravity of my structure, How can I transfer it to the nodes in the structure? Is…

Where cab I get a UDL ( User Defined Language) for STAAD Pro Highlights in Notepad++

How to rectify this failure known as 'Detailing failure' in RCDC

Good afternoon, Is it possible to retain the parameters set in one code check and use them explicitly in a second code check? I have the following syntax, but I do not want to have to change the parameter setting for the second check. In this instance…

Dear sir, I am doing the analysis of cable but the reactions are coming with an extreme value like 66kn along x. There is no any weight on the cable only self-weight is considered. Kindly explain to me why reactions are so conservative. Also, guide…

How does Moment distribution and release for beams work in STAAD Pro ? While designing Secondary Beams, I’m generally releasing the moments MX, MY, MZ to a 100% at their ends. If I keep the ends fixed, I get a hogging moment say ‘ X ’ kN-m at the…

How does Moment distribution and release for beams work in STAAD Pro ? While designing Secondary Beams, I’m releasing the moments MX, MY, MZ to a 100% at their ends. if I keep the ends fixed, I get a hogging moment say ‘ X ’ kN-m at the ends. However…

Hello Please see attached image. Staad Pro toolbars locations have been reset in my system and I am unable to fix this issue. Requesting guidance to resolve this problem. Thank you.

Is it possible STAAD Pro V8I SS5 to design as Plate fab beam ( I section in particular ) with taking effect of ribs / diaphragm plates in consideration . For now I am defining I section as 'Tapered' section or in section wizard which takes only cross…

Hello Sir, I am new here. I want to know when I try to find the soft story for the structure in my model it showing this error "No soft-story is detected" But when I see above it showing soft-story check. Is this right or wrong?