Could you tell me? how to calculate joint weight. Best reards shahkar

how do retrieve my result output long after close of program?

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***

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...

Can any one upload a model?

Hello everyone, I'm just a beginner here in STAAD. I'm just trying to learn STAAD mostly from the communities and I observe that most of the Plates are modeled with the Z axis pointing downward so I assume that the Top concrete cover is the -Z axis…

In STAAD, we are getting the transfer forces for column - vertical bracing junction, however is there any way to get these transfer forces from plan beam - bracing junction.

WHEN I WAS DESIGN A GLASS BALCONY RAILING IN STAAD CONTAIN ERROR *** ERROR *** ABOVE LINE CONTAINS ERRONEOUS DATA. BOTTOM SUPPORT CHANNEL 125 X65X5 AND GLASS THICKNESS IS 6+0.76+6 WIND PRESSURE 1.35 KPA GLASS RAILING HEIGHT 1.2 MTR AND RAILING…

Hi, I'm studying the floor vibrations on a model that consisting of three floor A, B and C, despite floor A and C are symmetric, they show different ultimate acceleration because STAAD considers one of the girders only for calculating the results of…

While designing single angle per IS code in STAAD pro software, the output report shows design based on principle axis for which the angle design qualifies. However when the same design is performed in STAAD per AISC 360-10 code, the output report shows…

I'm trying to model the attached floor system, and I need to make sure following points: 0- Can I draw the composite deck to cover all the floor area or do I have to draw it for every panel in the floor. because when I'm trying to cover the whole…

There is a big difference in utilization ratio due to different STAAD versions (STAAD SS6 20.07.11.70 VS STAAD SS4 20.07.09.11). Would you please explain why for the same model, STAAD with different versions give different UCs and which is the correct…

Good day. This is my first time trying RC design on STAAD and I am experiencing some trouble with the beam designs. I am only trying to find out the sufficient reinforcements for my particular load cases but STAAD keeps mentioning that my beams do…

Hi I uploaded the file in the Secure Advanced

Can someone please check for me? I amstill new to this software. The file ran the analysis but it did not give me the design reinforcement outputs.

Good day I have modeled a structural steel frame building and analyzed it using the direct analysis method, however I have received a few warnings and I would like to know the relevant of these as well as their potential effect on my analysis results…

PLEASE HELP I HAVE SHARED A SAMPLE FILE HERE PLEASE HELP AND TELL HOW DO I RESOLVE 2330.beams.std

Good Day, I have done a seismic analysis and noticed the following note: ***NOTE: SEISMIC LOAD IS ACTING AT CENTER OF MASS FOR RIGID DIAPHRAGM. TORSION FROM STATIC ECCENTRICITY (esi) IS INCLUDED IN ANALYSIS. DYNAMIC ECCENTRICITY APPLIED = DEC -…

Hello, I am new to STAAD and I am trying to model a simple beam structure (square ). I want to check if I apply a load on it and check the stress value after simulation. If the stress value exceeds the certain value , then I want to apply the cross…

Good day. I am having some trouble with my design of an office/warehouse. The model may have more issues than I'm aware of but for now my concern is with the designed sections. The steel sections that STAAD recommends are too large and are similar…

Good Day, I am currently modelling a staircase supported by a moment frame and I have come across a strange occurrence. When I checked my column forces the axial forces seemed alright but the moments were strange as the moments generated along the…

Good Day, I have analyzed and designed a shear wall following the ACI code in Staad and would like to clarify some results.. The shear wall design has reported Edge reinforcement, however the length of this edge or boundary zone has not been reported…

Good day Engineers, I'm new in Staad.pro and currently I am designing a simple steel structure to support a water tank. For all the members I am using an angle bar. My problem here is I can't design the connections for my structure when using ram connections…

Can anyone help? I have modelled a structure which is being transported on a trailer. The structure is restrained by chains which are indicated by tension only members in the model. When I analyse the model I get an instability at joint 91. Can anyone…

Hello, I am using Staad foundations for the first time. I built a model of a Mat supported on piles and created load combinations. When I click on "Edit current Job" I see my 32 load combinations in the "Selected Load Cases" box. When I run the…