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Old 12th August 2015, 09:54 PM   #1
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Default Splices in Unrestrained beams

BS5950 cl 6.1.8 refers to additional moments to be allowed in the splice for when splicing unrestrained beams.
There seems to be no distinction in the design of the splice for unrestrained and restrained beams.
Is the program safe for design of splices in unrestrained beams ?:
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