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Tue, Jul 5, 2005 at 5:38:43 AM | Structural Member End

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fcsl


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Joined: Sat, Jul 2, 2005
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When we apply structural beams, the beam will automatically be shortened to the edge of its support. The clever option causes error to my precast beams having half joint at the ends resting on a nib. Is it possible to avoid the automatic end cut?

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