As you can see here the wind load does not show on the rest of the Z+ building face i tried to play with the ranges but it does not work the part where it does not show is a cantilivar beam the left side of the photo down here

I have done a FE of a lamp post to assess the secondary stresses at the connection between two of its tubes where there are high local stresses (due compatibility of deformation at the intersection between plates meeting at different angles). when I…

Hello. I have STAAD model of structure in which I am using beam and plate element. I am using wind load generator to apply wind on beam and plate. But loads on plate is not generated. It is generated only on beams. Advise for how to apply wind load…

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?

Please help if I decrease the exposure from 1 to 0.4 it doesn't change the wind load magnitude? What s wrong? 6x6shelter26case3.std See attached staad file

Is STAAD equipped to automatically generate torsion from wind, per ASCE 7-10 for buildings?

I have designed the 2d model with External Elevation and i used tublar steel section (in site im using MS Tube to hold the glass ) for Mullions and Transoms instead of columns and Beams.Then i give self wt as 1,Dead load(Glass Load) =Height of glass*…

Hi I want to use the ASCE 7 2010 for low rise steel buildings but the problem is that some times i need to design buildings in other countries (Africa ). So the question is : 1- How to get the basic wind speed to use for ASCE 7 2010 in other countries…

I am having so many error and warnings everytime I run analysis.. PLEASE HELP ME... 68. DEFINE WIND LOAD *** NOTE: If any floor diaphragm is present in the model Wind Load definition should be defined after Floor Diaphragm definition. Otherwise…