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ON THE EFFECTS OF CIRCULAR BOLT PATTERNS ON THE ...

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(kip.ft)<br />

Figure 5-9 Comparison Of The Predicted Vs. Actual Moment Capacity Of The Connection At Yield With<br />

±5% Error Envelope For The Category-1 Connections With Circular Bolt Pattern<br />

Figure 5-10 shows the predicted initial stiffness of the connections versus the actual initial stiffness of<br />

the connection. The results presented in this figure show a close agreement between the predicted and<br />

actual initial stiffness of the connection.<br />

(ksi)<br />

2000<br />

1500<br />

1000<br />

500<br />

Figure 5-10 Comparison Of The Predicted Vs. Actual Initial Stiffness Of The Connection With ±5% Error<br />

Envelope For The Category-1 Connections With Circular Bolt Pattern<br />

The predicted post-yield stiffness of the connections versus the results obtained from the finite<br />

element analysis are presented in Figure 5-11. These results show a close agreement between these<br />

predicted and actual values.<br />

0<br />

3.E+05<br />

2.E+05<br />

1.E+05<br />

0.E+00<br />

0 500 1000 1500 2000<br />

(kip.ft)<br />

98<br />

Results<br />

-5% error<br />

+5% error<br />

Resuts<br />

-5% Error<br />

+5% Error<br />

0.E+00 1.E+05 2.E+05 3.E+05<br />

(ksi)

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