Modified PCI Multipliers for Time-Dependent Deformation of PSC Bridges

Table 3

Cross section dimension of I, box, and WPC girders by span (mm).

Type	I girder			Box girder			WPC girder
Span	25 m	30 m	35 m	30 m	35 m	40 m	30 m	35 m	40 m
ⓐ	1000	1000	1000	1200	1200	1200	3580	3580	2650
ⓑ	400	400	400	220	220	220	150	150	150
ⓒ	200	200	200	50	50	50	100	100	100
ⓓ	80	150	150	660	660	660	982	1135	1514
ⓔ	90	120	120	2000	2400	2600	116	115	86
ⓕ	1520	1550	1950	1900	2300	2500	350	500	450
ⓖ	240	180	180	30	30	30	98	113	151
ⓗ	320	200	200	70	70	70	1181	1150	865
ⓘ	2350	2200	2600	400	350	350	730	730	370
ⓙ	240	350	350	50	50	50	110	110	110
ⓚ	200	200	200	1080	1530	1730	145	175	205
ⓛ	680	900	900	220	220	220	1610	1550	1280
ⓜ	—	—	—	250	250	250	1700	2000	2300
ⓝ	—	—	—	30	30	30	1450	1750	2050
ⓞ	—	—	—	220	220	220	135	135	135
ⓟ	—	—	—	760	760	760	115	115	115
ⓠ	—	—	—	1260	1260	1260	480	480	120
ⓡ	—	—	—	—	—	—	250	250	250