- 搜標題
- 搜題干
- 搜選項
單項選擇題
豎向設計承載力為15000kN、順橋向設計位移為60mm、橫橋向設計位移為（）
A.TQZ/T15000HX-e60/20-0.15P-i5-C
B．TQZ/G15000HX-e60/20-0.15P-i5-C
C．TQZ/T15000HX-e60/20-0.15P-i5-F
D．TQZ/G15000HX-e60/20-0.15P-i5-F
B．TQZ/G15000HX-e60/20-0.15P-i5-C
C．TQZ/T15000HX-e60/20-0.15P-i5-F
D．TQZ/G15000HX-e60/20-0.15P-i5-F
