sir, I need to model a prestressed (noncomposite) flange of the main girder is a slab without making composite section Can i define an I- section with flange 0.250 depth and use dummy traverse beam?
@ronaldmukombe95157 жыл бұрын
Thanks Moorthy, this is very good.
@kingwill036 жыл бұрын
Question. The dummy section should be providing the stiffness of the deck in transverse direction. I think the section should be the deck for the dummy. How come you used cross girder as the dummy sections? Is it a mistake?
@rugarem84976 жыл бұрын
I agree with you, otherwise the stiffness will be wrong for transverse beams
@AniketWakure45766 жыл бұрын
why is deck not visible
@mvmdil6 жыл бұрын
As its a composite member, with a graphical solution of program for clear visibility of girder, so the deck is shown in transparent view.