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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id-itb.:11802004-12-30T14:57:06ZPERILAKU LENTUR PELAT BETON PRATEGANG PARSIAL SATU ARAH DIATAS EMPAT TUMPUAN AKIBAT BEBAN BERTAMBAH Sutarja, I.Nyoman Indonesia Theses INSTITUT TEKNOLOGI BANDUNG https://digilib.itb.ac.id/gdl/view/1180 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 loading was put of repeated loads. Parameter was measured in these loading were 'strain of concrete, strain of reinforcement steel, defIextion and the Width of crack for each loading. From this experiment can be evaluated also the curvature of the prestresS ed concrete for each loading. For comparison were tested also the loading test of 2 (two) full prestressed concrete in one way on four supported edges ( the dimention of the slab, the quality and Ioading were the same ) text |
| institution |
Institut Teknologi Bandung |
| building |
Institut Teknologi Bandung Library |
| continent |
Asia |
| country |
Indonesia Indonesia |
| content_provider |
Institut Teknologi Bandung |
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| language |
Indonesia |
| description |
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 loading was put of repeated loads. Parameter was measured in these loading were 'strain of concrete, strain of reinforcement steel, defIextion and the Width of crack for each loading. From this experiment can be evaluated also the curvature of the prestresS ed concrete for each loading. For comparison were tested also the loading test of 2 (two) full prestressed concrete in one way on four supported edges ( the dimention of the slab, the quality and Ioading were the same ) |
| format |
Theses |
| author |
Sutarja, I.Nyoman |
| spellingShingle |
Sutarja, I.Nyoman PERILAKU LENTUR PELAT BETON PRATEGANG PARSIAL SATU ARAH DIATAS EMPAT TUMPUAN AKIBAT BEBAN BERTAMBAH |
| author_facet |
Sutarja, I.Nyoman |
| author_sort |
Sutarja, I.Nyoman |
| title |
PERILAKU LENTUR PELAT BETON PRATEGANG PARSIAL SATU ARAH DIATAS EMPAT TUMPUAN AKIBAT BEBAN BERTAMBAH |
| title_short |
PERILAKU LENTUR PELAT BETON PRATEGANG PARSIAL SATU ARAH DIATAS EMPAT TUMPUAN AKIBAT BEBAN BERTAMBAH |
| title_full |
PERILAKU LENTUR PELAT BETON PRATEGANG PARSIAL SATU ARAH DIATAS EMPAT TUMPUAN AKIBAT BEBAN BERTAMBAH |
| title_fullStr |
PERILAKU LENTUR PELAT BETON PRATEGANG PARSIAL SATU ARAH DIATAS EMPAT TUMPUAN AKIBAT BEBAN BERTAMBAH |
| title_full_unstemmed |
PERILAKU LENTUR PELAT BETON PRATEGANG PARSIAL SATU ARAH DIATAS EMPAT TUMPUAN AKIBAT BEBAN BERTAMBAH |
| title_sort |
perilaku lentur pelat beton prategang parsial satu arah diatas empat tumpuan akibat beban bertambah |
| url |
https://digilib.itb.ac.id/gdl/view/1180 |
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