PERILAKU LENTUR PELAT BETON PRATEGANG PARSIAL SATU ARAH DIATAS EMPAT TUMPUAN AKIBAT BEBAN BERTAMBAH
The flexure behavoiur of partial prestressed concrete slab were investigated theoretically and loaded in laboratory of two (2) samples partial prestressed concrete (60 % of prestressing) one way on four sapported edges with cross section of 1000 mm x 250 mm and span of 3 x 2200 mm in length. The loa...
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| Format: | Theses |
| Language: | Indonesia |
| Online Access: | https://digilib.itb.ac.id/gdl/view/1180 |
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| Institution: | Institut Teknologi Bandung |
| Language: | Indonesia |