|       
 附加吊筋      
         
         
    
    附加吊筋承受集中荷载承载力表[F] (kN) 
    
           
      | 
       fy 
		(N/mm2)  |      
  
        
    钢筋直径 
    (mm)  |     
 弯      
  起 角 度  |       
       
      
| 
 α=45°  |      
 α=60°  |      
      
     
| 
 1 根  |      
 2 根  |      
 3 根  |      
 4 根  |      
 1 根  |      
 2 根  |      
 3 根  |      
 4 根  |      
      
     
  | 
   270  |      
 12  |      
 43.2  |      
86.4 |      
129.6 |      
172.7 |      
52.9 |      
105.8 |      
158.7 |      
211.6 |      
      
     
| 
 14  |      
58.8 |      
117.6 |      
176.3 |      
235.1 |      
72.0 |      
144.0 |      
216.0 |      
288.0 |      
      
     
| 
 16  |      
76.8 |      
153.5 |      
230.3 |      
307.1 |      
94.0 |      
188.1 |      
282.1 |      
376.1 |      
      
     
| 
 18  |      
97.2 |      
194.3 |      
291.5 |      
388.7 |      
119.0 |      
238.0 |      
357.0 |      
476.0 |      
      
     
| 
 20  |      
120.0 |      
239.9 |      
359.9 |      
479.8 |      
146.9 |      
293.8 |      
440.8 |      
578.7 |      
      
     
| 
 22  |      
145.1 |      
290.3 |      
435.4 |      
580.6 |      
177.8 |      
355.5 |      
533.3 |      
711.1 |      
      
     
| 
 25  |      
187.4 |      
374.9 |      
562.3 |      
749.7 |      
229.6 |      
459.1 |      
688.7 |      
 918.2 |      
      
      
  
 
                 
         
         
     
      | 
       fy 
		(N/mm2)  |       
  
         
    钢筋直径 
    (mm)  |      
 弯      
  起 角 度  |       
       
      
| 
 α=45°  |      
 α=60°  |      
      
     
| 
 1 根  |      
 2 根  |      
 3 根  |      
 4 根  |      
 1 根  |      
 2 根  |      
 3 根  |      
 4 根  |      
      
     
  | 
   300  |      
 12  |      
 48.0  |      
 96.0  |      
 143.9  |      
 191.9  |      
 58.8  |      
 117.5  |      
 176.3  |      
 235.1  |      
      
     
| 
 14  |      
 65.3  |      
 130.6  |      
 195.9  |      
 261.2  |      
 80.0  |      
 160.0  |      
 240.0  |      
 320.0  |      
      
     
| 
 16  |      
 85.3  |      
 170.6  |      
 255.9  |      
 341.2  |      
 104.5  |      
 208.9  |      
 313.4  |      
 417.9  |      
      
     
| 
 18  |      
 108.0  |      
 215.9  |      
 323.9  |      
 431.8  |      
 132.2  |      
 264.5  |      
 396.7  |      
 528.9  |      
      
     
| 
 20  |      
 133.3  |      
 266.6  |      
 399.9  |      
 533.1  |      
 163.2  |      
 326.5  |      
 489.7  |      
 653.0  |      
      
     
| 
 22  |      
 161.3  |      
 322.6  |      
 483.8  |      
 645.1  |      
 197.5  |      
 395.0  |      
 592.6  |      
 790.1  |      
      
     
| 
 25  |      
 208.3  |      
 416.5  |      
 624.8  |      
 833.0  |      
 255.1  |      
 510.1  |      
 765.2  |      
 1020.3  |      
      
      
  
 
         
         
     
      | 
       fy 
		(N/mm2)  |       
  
         
    钢筋直径 
    (mm)  |      
 弯      
  起 角 度  |       
       
      
| 
 α=45°  |      
 α=60°  |      
      
     
| 
 1 根  |      
 2 根  |      
 3 根  |      
 4 根  |      
 1 根  |      
 2 根  |      
 3 根  |      
 4 根  |      
      
     
  | 
   360  |      
 12  |      
 57.6  |      
 115.2  |      
 172.7  |      
 230.3  |      
 70.5  |      
141.0 |      
211.6 |      
  282.1  |      
      
     
| 
 14  |      
78.4 |      
 156.7  |      
 235.1  |      
 313.5  |      
 96.0  |      
 192.0  |      
 288.0  |      
 383.9  |      
      
     
| 
 16  |      
 102.4  |      
 204.7  |      
 307.1  |      
 409.5  |      
125.4 |      
 250.7  |      
 376.1  |      
 501.5  |      
      
     
| 
 18  |      
129.6 |      
 259.1  |      
 388.7  |      
 518.2  |      
 158.7  |      
 317.3  |      
 476.0  |      
 634.7  |      
      
     
| 
 20  |      
 159.9  |      
 319.9  |      
479.8 |      
 639.8  |      
 195.9  |      
 391.8  |      
 587.7  |      
 783.6  |      
      
     
| 
 22  |      
 193.5  |      
 387.1  |      
 580.6  |      
 774.1  |      
 237.0  |      
 474.1  |      
 711.1  |      
 948.1  |      
      
     
| 
 25  |      
 249.9  |      
 499.8  |      
749.7 |      
 999.6  |      
 306.1  |      
 612.2  |      
 918.2  |      
 1224.3  |      
      
      
  
 
 |