Kombinierte Belastung:

$\backslash sqrt\{\backslash left\; (\; \backslash frac\; \{F\_\{1,d\}\}\; \{R\_\{1,d\}\}\; +\; \backslash frac\; \{F\_\{4/5,d\}\}\{R\_\{4/5,d\}\}\; \backslash right\; )^2\; +\; \backslash left\; (\; \backslash frac\{F\_\{2/3,d\}\}\{R\_\{2/3,d\}\}\; \backslash right\; )^2\}\; \backslash le\; 1$

¹⁾  b = 75 mm ; e = 130 mm

Combined load:

$\backslash sqrt\{\backslash left\; (\; \backslash frac\; \{F\_\{1,d\}\}\; \{R\_\{1,d\}\}\; +\; \backslash frac\; \{F\_\{4/5,d\}\}\{R\_\{4/5,d\}\}\; \backslash right\; )^2\; +\; \backslash left\; (\; \backslash frac\{F\_\{2/3,d\}\}\{R\_\{2/3,d\}\}\; \backslash right\; )^2\}\; \backslash le\; 1$

To obtain the resistance values for a single bracket, the values in the above table should be divided by two, provided that the supported beam is locked in rotation. Please consult our ETA-06/0106 if the beam is free to rotate.

*)   Bolzenanker wie z.B. WA, BoAX II oder gleichwertig sind separat nachzuweisen.