Design the anchorage zone of a post-tensioned flexural member with the dimensions shown in Figure 1....

 

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Design the anchorage zone of a post-tensioned flexural member with the dimensions shown in Figure 1. The size of the bearing plate is 315 mm square with a duct diameter of 106 mm as shown. The jacking force is P,=3000 kN and the concrete strength at transfer is 35 MPa. 3425 315 O Ead Elevation 1000 3000 LN H 106, Side Elevalion Figure 1. Anchorage zone arrangement Design the anchorage zone of a post-tensioned flexural member with the dimensions shown in Figure 1. The size of the bearing plate is 315 mm square with a duct diameter of 106 mm as shown. The jacking force is P,=3000 kN and the concrete strength at transfer is 35 MPa. 3425 315 O Ead Elevation 1000 3000 LN H 106, Side Elevalion Figure 1. Anchorage zone arrangement