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3

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3

... 3 Stahlbeton I Herbstsemester Seite 1/14 Hausübung 3 Musterlösung fm / 20.10.2020 Aufgabe 1 ... -Interaktionsdiagramm 1) εc = - 3 ‰, χ = 0 (reiner Druck)   2 400kN 522kN 3 443kN 3 443kN c c cd s s s sd cd Rd c s s ... 3 Stahlbeton I Herbstsemester Seite 1/14 Hausübung 3 Musterlösung fm / 20.10.2020 Aufgabe 1 ... -Interaktionsdiagramm 1) εc = - 3 ‰, χ = 0 (reiner Druck)   2 400kN 522kN 3 443kN 3 443kN c c cd s s s sd cd Rd c s s ... 3 ...

3

... 3 Stahlbeton I Herbstsemester Seite 1/5 Kolloquium 5 Musterlösung an / 27.11.2020 Baustoffe Beton ...      , 1 0 450kN 2 2 d d d v M V R z A      , 3 0 300kN 2 2 d d d v M V R z A      SIA 262 4.3.5.2 ... 3 Stahlbeton I Herbstsemester Seite 1/5 Kolloquium 5 Musterlösung an / 27.11.2020 Baustoffe Beton ...      , 1 0 450kN 2 2 d d d v M V R z A      , 3 0 300kN 2 2 d d d v M V R z A      SIA 262 4.3.5.2 ... 3 ...

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... our choice of T1, we thus obtain the bound ( 13) 4|v¯(t)| ≤ log1/2( 1/t) for all 0 < t ≤ T2 . 3. Partial ... Tre- 26- 1-11.dvi THE CRITICAL NONLINEAR WAVE EQUATION IN 2 SPACE DIMENSIONS MICHAEL STRUWE Abstract ... our choice of T1, we thus obtain the bound ( 13) 4|v¯(t)| ≤ log1/2( 1/t) for all 0 < t ≤ T2 . 3. Partial ... Tre- 26- 1-11.dvi ... Tre- 26- 1-11.dvi ...

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