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Basis of the calculation
DIN EN 1992-1-1 Safety concept and design situations according to DIN EN 1992-1-1 and DIN EN 1990 Material properties according to DIN EN 1992-1-1 |
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Serviceability limit state design
Limitation of concrete stress Limitation of steel stress Minimum reinforcement for crack control (first cracking) Limitation of crack widths without a direct calculation Limitation of crack widths (completed cracking) Limitation of deformation without a direct calculation Limitation of deformation with a direct calculation (analytical) Limitation of deformation with a direct calculation (nonlinear) |
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Practical Example 1: Comparison of Options for Considering State II
Deformation analysis according to the analytical method using RF-CONCRETE Deflect and the physically nonlinear method using RF-CONCRETE NL
Analytical and nonlinear crack width determination |
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Practical Example 2: Deformation Analysis on Entire Model
Approach and modeling tips for combined structures (members and surfaces) Export of stiffnesses in the cracked state |
Notes
Dipl.-Ing. (FH) Adrian Langhammer
Product Engineering & Customer Support
Mr. Langhammer is responsible for development in the area of reinforced concrete structures, and provides technical support to our customers.
Dipl.-Ing. (FH) Paul Kieloch
Product Engineering & Customer Support
Mr. Kieloch provides technical support to our customers and is responsible for development in the area of reinforced concrete structures.