KB 001642 | Limiting Crack Widths According to DIN EN 1992-1-1 with and Without Direct Calculation in RF-CONCRETE

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22 June 2020

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Adrian Langhammer

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Description

Eurocode 2 provides two ways to perform a crack width design. On the one hand, the crack width design according to 7.3.3 can be performed without direct calculation by means of tables for the limitation of the member spacing and diameter. On the other hand, the crack width wk can be determined directly according to 7.3.4 and compared with a limit value.

Keywords

Dlubal Knowledge Base Crack width Restraint Direct crack width calculation Indirect crack width calculation WU guideline FD concrete Dlubal KB Knowledge Base Technical contribution to Dlubal Software

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  • Views 224x
  • Updated 30 September 2020

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