Dear sir,
I designed a structure by using both method.in first method i deaigned it by composite beam method.and in second method i do it with composite deck.but by using composite beams giving lower utilization ratio than composite deck method.can you tell me the reason .As per my understading in in composite deck method it is not making the main beam as a composite beam.only secondary beams are composite in this case.Kindly advise what will be the best.should i change main beams only in composite beam in this case?both files are attached.2.
Thanking you,STORE.std2 WITH DECK.std2746.STORE.std2.std
Dear Sir,
May i know how you analyse the composite deck? I unable to check my model's utilization ratio. My model file as attached.Link Bridge (44m) - Rev.1 (BDV Alternative).dgn
The file you sent is a dgn file. You will need to upload the .std file.
Dear Mr. Sye,
Std file as attached. Thanks.Link Bridge (44m) - Rev.1 (BDV Alternative).std