Truss Connection(Top Chord+Braces+Purlins)-Steel Connection Design Series using IDEA STATICA-Video 2

[@munirahhasham8870]

u r such a great teacher

[@azmat_waseem]

Very Informative... Thanks...

[@analysisdesignstudio3363]

Thanks

[@channabasava4234]

Sir how to calculate Solar str cost such as Per GI and HD Gi material cost

[@analysisdesignstudio3363]

From fabrication shop drawings, steel weight is calculated

[@dilipngangom4198]

What releases had been applied for no axial force in purlins?

[@analysisdesignstudio3363]

Bro,, purlins always governs in Bending moment and shear force (means their behaviour is like beam) . It can be biaxial bending and shear or uni axial bending and shear .. But no AXIAL FORCE. Except one case. In which temperature load is applied.

[@dilipngangom4198]

@@analysisdesignstudio3363 Thank you for the reply. In the analysis output some value of axial force is displayed. Shall It be ignored in this case?

[@analysisdesignstudio3363]

@@dilipngangom4198 yes it can be ignored.