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Bridges 2
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W . K A R W O W S K I - F U N D A M E N T A L S O F B R I D G E E N G I N E E R I N G – M E E T I N G 4
DESIGNPRACTICE
4CROSS SECTION
Bach de Roda / Felipe II - Santiago Calatrava - Barcelona, Spain, 1984-1987
W . K A R W O W S K I - F U N D A M E N T A L S O F B R I D G E E N G I N E E R I N G – M E E T I N G 4
W . K A R W O W S K I - F U N D A M E N T A L S O F B R I D G E E N G I N E E R I N G – M E E T I N G 4
W . K A R W O W S K I - F U N D A M E N T A L S O F B R I D G E E N G I N E E R I N G – M E E T I N G 4
WOODEN BOARD DECKSTEEL ROLLED PROFILE MAIN BEAM
REST OF OVERFALL WEIR STRUCTURE
W . K A R W O W S K I - F U N D A M E N T A L S O F B R I D G E E N G I N E E R I N G – M E E T I N G 4
W . K A R W O W S K I - F U N D A M E N T A L S O F B R I D G E E N G I N E E R I N G – M E E T I N G 4
W . K A R W O W S K I - F U N D A M E N T A L S O F B R I D G E E N G I N E E R I N G – M E E T I N G 4
W . K A R W O W S K I - F U N D A M E N T A L S O F B R I D G E E N G I N E E R I N G – M E E T I N G 4
W . K A R W O W S K I - F U N D A M E N T A L S O F B R I D G E E N G I N E E R I N G – M E E T I N G 4
W . K A R W O W S K I - F U N D A M E N T A L S O F B R I D G E E N G I N E E R I N G – M E E T I N G 4
W . K A R W O W S K I - F U N D A M E N T A L S O F B R I D G E E N G I N E E R I N G – M E E T I N G 4
W . K A R W O W S K I - F U N D A M E N T A L S O F B R I D G E E N G I N E E R I N G – M E E T I N G 4
W . K A R W O W S K I - F U N D A M E N T A L S O F B R I D G E E N G I N E E R I N G – M E E T I N G 4
W . K A R W O W S K I - F U N D A M E N T A L S O F B R I D G E E N G I N E E R I N G – M E E T I N G 4
W . K A R W O W S K I - F U N D A M E N T A L S O F B R I D G E E N G I N E E R I N G – M E E T I N G 4
W . K A R W O W S K I - F U N D A M E N T A L S O F B R I D G E E N G I N E E R I N G – M E E T I N G 4
W . K A R W O W S K I - F U N D A M E N T A L S O F B R I D G E E N G I N E E R I N G – M E E T I N G 4
W . K A R W O W S K I - F U N D A M E N T A L S O F B R I D G E E N G I N E E R I N G – M E E T I N G 4
W . K A R W O W S K I - F U N D A M E N T A L S O F B R I D G E E N G I N E E R I N G – M E E T I N G 4
1. HEIGHT OF COMPOSITE GIRDER STEEL PART:1/15÷1/25 OF THEORETICAL SPAN
2. DISTANCE BETWEEN ADJACENT MAIN BEAMS:1,5÷2,5 OF COMPOSITE GIRDER STEEL PART HEIGHT
3. LENGHT OF CANTILEVER SLAB:< DISTANCE BETWEEN ADJACENT MAIN BEAMS
4. LENGHT OF CANTILEVER SLAB:< 2,0 m
5. NUMBER OF MAIN BEAMS:EVEN NUMBER (2, 4, 6, 8, 10, 12)
6. LOCATION OF MAIN BEAMS (MAINLY EDGE MAIN BEAMS):LEAVE PLACE FOR DRAIN SYSTEM (DRAIN HOLE)
(THE SAME SITUATION LIKE WITH BATTEN PLATE IN COLUMNS)
W . K A R W O W S K I - F U N D A M E N T A L S O F B R I D G E E N G I N E E R I N G – M E E T I N G 4
W . K A R W O W S K I - F U N D A M E N T A L S O F B R I D G E E N G I N E E R I N G – M E E T I N G 4
