EUROCODE 2 WORKED EXAMPLES - Federbeton

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EC2 – worked examples 6-52 Table of Content gdrain = 1.25×9.5 = 11.875 kN/m; ballast retaining walls (with a cross section area of 0.25 m 2 and unit weight of 25 kN/m 3 ) ducts: gwalls = 25×0.25 = 6.25 kN/m for each; gducts = 3 kN/m for each; border curbs (with a cross section area of 0.1 m 2 and unit weight of 25 kN/m 3 ): noise barriers: greinf beam = 25×0.25 = 6.25 kN/m for each; gbarriers = 8.00 kN/m for each; − STEP 6: Variable loads for maximum bending moment on first span (x = 6.18 m); the applied load is a LM71 model on the left track with the following longitudinal arrangement: Fig. 6.43 LM71 arrangement for Load Step 5 plus a SW/2 train on the right track with the following longitudinal arrangement: Fig. 6.44 SW/2 arrangement for Load Step 5 − STEP 7: Variable loads for minimum bending moment at pier P1 (x = 18.43 m); the applied load is a SW/0 model on the left track with the following longitudinal arrangement:
EC2 – worked examples 6-53 Table of Content Fig. 6.45 SW/0 arrangement for Load Step 6 plus a SW/2 train on the right track with the following longitudinal arrangement: Fig. 6.46 SW/2 arrangement for Load Step 6 − STEP 8: Variable loads for max bending moment on second span (x = 32.305 m); the applied load is a LM71 model on the left track with the following longitudinal arrangement: Fig. 6.47 LM71 arrangement for Load Step 7 plus a SW/2 train on the right track with the following longitudinal arrangement: Fig. 6.48 SW/2 arrangement for Load Step 7
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EUROCODE 2 WORKED EXAMPLES
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Copyright: European Concrete Platfo
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Foreword to Commentary to Eurocode
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EC2 - worked examples summary EXAMP
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EC2 - worked examples 2-2 EXAMPLE 2
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EC2 - worked examples 2-4 EXAMPLE 2
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EC2 - worked examples 2-6 Set B (ve
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EC2 - worked examples 2-8 Table of
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EC2 - worked examples 2-10 Verifica
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EC2 - worked examples 2-12 Table 2.
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EC2 - Worked examples 4-2 Moreover:
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EC2 - Worked examples 4-4 EXAMPLE 4
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EC2 - Worked examples 4-6 We have:
Page 30 and 31: EC2 - worked examples 6-2 MRd3 must
Page 32 and 33: EC2 - worked examples 6-4 EXAMPLE 6
Page 34 and 35: EC2 - worked examples 6-6 Determina
Page 36 and 37: EC2 - worked examples 6-8 • VEd =
Page 38 and 39: EC2 - worked examples 6-10 EXAMPLE
Page 42 and 43: EC2 - worked examples 6-14 Taking d
Page 44 and 45: EC2 - worked examples 6-16 ⎛ fck
Page 48 and 49: EC2 - worked examples 6-20 Fig. 6.1
Page 50 and 51: EC2 - worked examples 6-22 Assumed
Page 54 and 55: EC2 - worked examples 6-26 (applied
Page 58 and 59: EC2 - worked examples 6-30 θ 11 =
Page 62 and 63: EC2 - worked examples 6-34 Identifi
Page 64 and 65: EC2 - worked examples 6-36 Loading
Page 70 and 71: EC2 - worked examples 6-42 6.15.2 S
Page 72 and 73: EC2 - worked examples 6-44 single c
Page 74 and 75: EC2 - worked examples 6-46 Table of
Page 78 and 79: EC2 - worked examples 6-50 where φ
Page 82 and 83: EC2 - worked examples 6-54 6.15.3 C
Page 84 and 85: EC2 - worked examples 6-56 σ 22,b
Page 88 and 89: EC2 - worked examples 6-60 procedur
Page 92 and 93: EC2 - worked examples 6-64 n1 , n2
Page 96 and 97: EC2 - worked examples 7-2 and then
Page 98 and 99: EC2 - worked examples 7-4 y = 395mm
Page 100 and 101: EC2 - worked examples 7-6 A = 0.002
Page 102 and 103: EC2 - worked examples 7-8 EXAMPLE 7
Page 106 and 107: EC2 - worked examples 7-12 * * ⎡1
Page 108 and 109: EC2 - worked examples 7-14 σ s (2/
Page 110 and 111: EC2 - worked examples 7-16 0.1687
Page 114 and 115: EC2 - worked examples 7-20 1⎡ λ
Page 120: EC2 - worked examples 11-4 Table of
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EUROCODE 2 WORKED EXAMPLES - Federbeton

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