1 / 1

Total Kehilangan Prategang (TL ) TL= TET +CR + SH=33 +26,75 + 47,3 = 107,5 Mpa

Total Kehilangan Prategang (TL ) TL= TET +CR + SH=33 +26,75 + 47,3 = 107,5 Mpa fst (1095 ) (belum termasuk akbt beban sediri WG+ WS ) = fst (30 ) - TL = 1111 Mpa - 107,5 Mpa = 1003,5 Mpa Ft (1095 ) = 1003,5 x 1975 = 1981912,5 N = 1981, 912 KN

madge
Télécharger la présentation

Total Kehilangan Prategang (TL ) TL= TET +CR + SH=33 +26,75 + 47,3 = 107,5 Mpa

An Image/Link below is provided (as is) to download presentation Download Policy: Content on the Website is provided to you AS IS for your information and personal use and may not be sold / licensed / shared on other websites without getting consent from its author. Content is provided to you AS IS for your information and personal use only. Download presentation by click this link. While downloading, if for some reason you are not able to download a presentation, the publisher may have deleted the file from their server. During download, if you can't get a presentation, the file might be deleted by the publisher.

E N D

Presentation Transcript

  1. Total Kehilangan Prategang (TL ) TL= TET +CR + SH=33 +26,75 + 47,3 = 107,5 Mpa fst (1095 ) (belum termasuk akbt beban sediri WG+ WS ) = fst (30 ) - TL = 1111 Mpa - 107,5 Mpa = 1003,5 Mpa Ft (1095 ) = 1003,5 x 1975 = 1981912,5 N = 1981, 912 KN fst (0) = 0,75 x 1862 Mpa = 1397 Mpa Ft (0) = 1397 x1975 = 2759075 N = 2759, 075 KN Terjadi Penurunan : fst = 1397 - 1003 ,5 = 393, 5 Mpa F = 2759,075 - 1981,912 = 777,163 KN Sarat Kehilangan fst maksimal = 345 Mpa (jg dipakai ) ( ACI-ASCE} Pembatasan Kehilangan Maksimum ( Komisi ACI - ASCE ) Kehilangan Maksimum ( Mpa ) Jenis Strand Beton normal Beton ringan Strand stress- relieved 345 380 Strand relaksasi- rendah 275 310 4 9

More Related