Hi, I have created a custom connection template with AISC 2016 LRFD design code with DG16. However, while assigning the template to joints it shows as AISC 2016 ASD with DG16. Can you please suggest what should be done to have AISC 2016 LRFD? I'm using…

Dear sir, why aisc 360-05 is not designing haunch members? file is attached.and as we are modeling portal frame in staad is it the correct way. and the coming warnings members with the same joint can be ignored. B013.std

Hi everyone, It is very weird that I am getting different utilization factors every time I run the analysis (The software picks different forces values at the tapered element) and for some reason, all sections have the same utilization value. Could…

I have given the clear cover to be 25mm in beams and 40mm for columns as per Indian Code. Further, I can see from the design output I can see from the design report that the clear cover is 35mm even though I have given 25mm in the input for the beams…

Hi Team, The horizontal bracing member which is specified as 'Member Tension' gets designed for compression when IS 800 LSD code is used. But the same member is designed for tension when AISC 360 LRFD is used. Why is this difference? Can someone explain…

I am updating an old warehouse and I need to strengthen the existing end rafters. I currently have an W8x10 D and I'm getting a warning stating that : WARNING: DESIGN OF SECTION FOR MEMBER # 613 IS NOT SUPPORTED. Does staad support double wide flange…

Staad has been configured to AS4100. However, third party model received uses US-AISC. When this model was run and STAAD is looking for US-AISC LRFD. How to override this so STAAD used configured AS4100.