Partially Cracked Concrete Members in Tekla Structural Designer
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YouTubeTekla Software
Partially Cracked Concrete Members in Tekla Structural Designer
The stiffness of concrete members is determined in large part by their state of cracking - which can vary between the ‘extreme’ conditions of entirely uncracked and fully cracked. The new Partially Cracked Concrete Members feature is an addition to existing features of special use in the design of tall buildings, for which the engineer ...
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