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'SAVE SIGN' Needs to be written every time we change something in the model...

Dear All,For values of pull and push in seismic load cases in a structure we need to add 'save SIGN' while using SRSS. My question is - is there a way that 'SIGN' be added only once because when we...

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Design - Deflection Check / Print Maximum ratio

For Steel structures we use 2 parameters set:First one is to design the steel structures per code requirements (ASD, LRFD)Second one is to obtain check deflections from STAAD (output...

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Equilibrium check of Nodal Reaction with the Plate Shear Stresses

Hi,I am currently working on an assignment on Plates loaded perpendicular to the plane. The following figure shows the problem plate geometry.The variables are :a = 920 mmb = 1220 mmt (Plate thickness)...

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Adding Light lip channel : cold formed sections

Hello,We need to add a custom light lip channel cold-formed section and perform the analysis in staad.pro? how to do this ?section wizard permits to input hot rolled sections only.In addition, can we...

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post analysis of structure help

So I have completed my load analysis and made some progress on some better trussing. However now I'm looking to cut some weight out of my structure my minimizing members. I know my yielding strengths...

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Staad advance concrete warning.

Hi, Staad community how can we interpret this warning "Member 61: Warning - Low compression stress. This member may be better designed as a beam.." thanks again in advance...

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Any suggestion for my work.

Kindly make comments for this thanks. this was my results comes, prior this I have also questions before this...(Please visit the site to view this file)

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Analysis/Print Commands

What are all these print options under Print Analysis tab and when we use them? Please refer to attached image

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For plate elements in STAAD, in addition to the Von Mis Top and Von Mis...

For plate elements in STAAD, in addition to the Von Mis Top and Von Mis Bottom, is it possible to obtain Von Mis stresses at mid plane?

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STAAD Foundation Advanced version incompatibility?

Hello,I have been working on a pile supported mat foundation project (checking an existing pile cap to find out if the existing reinforcement is overstressed or not).  A coworker of mine recently...

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RESPONSE SPECTRUM DOUBTS

HI. I'M DAVID LINARES FROM VENEZUELA. I'M A CIVIL ENGINEER. I'VE BEEN USING STAAD PRO FOR ALMOST 1 YEAR. I HAVE DOUBTS WHEN IT COMES ON SEISMICS LOADS.I'M GOING TO ADD A SIMPLE EXERCISE HERE OF WHAT I...

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Staad Foundation Advance Problem

Hlo Sir/mam,In a Combined Footing Design, When I Choose Indian Code Design has failed  and calculation sheet not available otherwise Same project performing by US code its generate Calculation...

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Using different RATIO parameters for different load combinations and getting...

Hello all,When several parameters are used for steel design in staad.pro, the "Beam unity check" in the GUI shows the ratio for the last parameter only.However, our client needs to use RATIO parameters...

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buckling factors (xi_LT, phi_LT, etc.) & interaction factors (Kyy, Kyz, ..)...

I am designing per Eurocode 3. Analysis is done without any problem. However, the output file does not give any information on the factors. - buckling factors for beams such as ΦLT, λLT, etc.-...

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Why compression force in tension members and why tension force in compression...

Hello Everyone,Why a compressive force developed in a bottom chord member(i.e., tension member) that attached to the supports? And why tensile force in top chord members near supports?Please see...

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Iam getting this error while designing a steel shed: error in reading section...

staad. pro code checking-IS 800 2007(LSD)THEN THE ERROR IN THE OUTPUT FILE***error in reading section forces for steel design from unit L16***

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How can I export a newly created section into a model in RAM connection &...

I have created a new C-channel, but, now I am trying to assign a Base Plate Connection but, I ave not been able to find the section in the column section property category.

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how can i design a slab and getting it's reinforcement details from staad pro.

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what is the meaning of " 2#10 @ 255 to 3440 in my beam design. what is the...

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please where do I download staad advance concrete design for my concrete...

please where do I download staad advance concrete design for my concrete design detailing.I HAVE PROBLEM WITH DETAILING AFTER DESIGN.

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