EUROCODE 2 WORKED EXAMPLES - Federbeton

Recommendations

Info

EC2 – worked examples 2-2 EXAMPLE 2.2. ULS combinations of actions for a canopy [EC2 – clause 2.4] The canopy is subjected to the following loads: Self-weight G k1 Permanent imposed load G k2 Snow imposed load Q k1 EQU – Static equilibrium (Set A) Factors to be taken for the verification of overturning are those of Set A, as in Fig. 2.3. Table of Content Fig. 2.3. Load combination for verification of static equilibrium. STR – Verification of resistance of a column(Set B) The partial factor to be taken for permanent loads in the verification of maximum compression stresses and of bending with axial force in the column is the same (γG = 1.35) for all spans. The variable imposed load is distributed over the full length of the canopy in the first case, and only on half of it for the verification of bending with axial force.
EC2 – worked examples 2-3 Table of Content Fig. 2.4. Load combination for the compression stresses verification of the column. Fig. 2.5. Load combination for the verification of bending with axial force of the column.
Page 1: EUROCODE 2 WORKED EXAMPLES
Page 4: Copyright: European Concrete Platfo
Page 8 and 9: Foreword to Commentary to Eurocode
Page 10 and 11: EC2 - worked examples summary EXAMP
Page 14 and 15: EC2 - worked examples 2-4 EXAMPLE 2
Page 16 and 17: EC2 - worked examples 2-6 Set B (ve
Page 18 and 19: EC2 - worked examples 2-8 Table of
Page 20 and 21: EC2 - worked examples 2-10 Verifica
Page 22 and 23: EC2 - worked examples 2-12 Table 2.
Page 24 and 25: EC2 - Worked examples 4-2 Moreover:
Page 26 and 27: EC2 - Worked examples 4-4 EXAMPLE 4
Page 28 and 29: 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 66 and 67:
EC2 - worked examples 6-38 EXAMPLE
Page 68 and 69:
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 76 and 77:
Page 78 and 79:
EC2 - worked examples 6-50 where φ
Page 80 and 81:
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 86 and 87:
Page 88 and 89:
EC2 - worked examples 6-60 procedur
Page 90 and 91:
Page 92 and 93:
EC2 - worked examples 6-64 n1 , n2
Page 94 and 95:
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 104 and 105:
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 112 and 113:
Page 114 and 115:
EC2 - worked examples 7-20 1⎡ λ
Page 116 and 117:
Page 118 and 119:
Page 120:
show all

EUROCODE 2 WORKED EXAMPLES - Federbeton

Create successful ePaper yourself

Delete template?

Save as template?