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* Thickness *unit wt of Glass(Uniform force), created Wind Load Definition intensity of 1kn/m2,i applied wind load parallel to the face of Building frame.and my aim is to find out Deflection of steel and whether the has shear capacity to hold the Glass.
I NEED TO KNOW WHETHER THIS METHOD IS CORRECT OR NOT.
IF POSSIBLE ANY ONE PLEASE EXPLAIN HOW TO TO DO THIS.
THANK YOU