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EN 1992-1-1:2004 (Concrete)
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EN 1992-2:2005 (Concrete Bridges)
EN 1992-2:2005 (Concrete Bridges)
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EN 1993-1-1:2005 (Steel)
EN 1993-1-1:2005 (Steel)
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EN 1993-1-8:2005 (Steel Joints)
EN 1993-1-8:2005 (Steel Joints)
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EN 1993-1-9:2005 (Steel Fatigue)
EN 1993-1-9:2005 (Steel Fatigue)
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EN 1993-5:2007 (Steel Piling)
EN 1993-5:2007 (Steel Piling)
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EN 1995-1-1:2023 (Timber)
NEN 9997-1+C2:2017 (Geotechnical)
NEN 9997-1+C2:2017 (Geotechnical)
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NEN-EN 1992-1-1:2020 (Concrete)
NEN-EN 1992-1-1:2020 (Concrete)
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En 1992 1 1 2004
En 1992 1 1 2004
Chapter 3 materials
Chapter 3 materials
formula_3_1
formula_3_2
formula_3_3
formula_3_4
formula_3_5
formula_3_6
formula_3_7
formula_3_8
formula_3_9
formula_3_10
formula_3_11
formula_3_12
formula_3_13
formula_3_14
formula_3_15
formula_3_16
formula_3_17
formula_3_18
formula_3_19_20
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formula_3_24_25
formula_3_26
formula_3_27
formula_3_28
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formula_3_30
sub_formula_3_28_29_30
Chapter 4 durability and cover
Chapter 4 durability and cover
constants
formula_4_1
formula_4_2
formula_4_3n
formula_4_4n
table_4_1
table_4_2
table_4_3
table_4_4n
table_4_5n
base classes
base classes
exposure_classes
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Chapter 5 structural analysis
Chapter 5 structural analysis
formula_5_1
formula_5_2
formula_5_3a
formula_5_3b
formula_5_4
formula_5_5
formula_5_6
formula_5_7
formula_5_7ab
formula_5_8
formula_5_9
formula_5_10a
formula_5_10b
formula_5_11n
formula_5_12n
formula_5_13n
formula_5_14
formula_5_15
formula_5_16
formula_5_17
formula_5_18
formula_5_19
formula_5_20
formula_5_21
formula_5_22
formula_5_23
formula_5_24
formula_5_25
formula_5_26
formula_5_27
formula_5_28
formula_5_29
formula_5_30
formula_5_31
formula_5_32
formula_5_33
formula_5_34
formula_5_35
formula_5_36
formula_5_37
formula_5_38a
formula_5_38b
formula_5_39
formula_5_40a
formula_5_40b
formula_5_41
formula_5_42
formula_5_43
formula_5_44
formula_5_45
formula_5_46
formula_5_47
formula_5_48
Chapter 6 ultimate limit state
Chapter 6 ultimate limit state
formula_6_1
formula_6_2
formula_6_3n
formula_6_4
formula_6_5
formula_6_6n
formula_6_7n
formula_6_8
formula_6_9
formula_6_10abn
formula_6_11abcn
formula_6_12
formula_6_13
formula_6_14
formula_6_15
formula_6_16
formula_6_17
formula_6_18
formula_6_19
formula_6_20
formula_6_21
formula_6_22
formula_6_23
formula_6_24
formula_6_25
formula_6_26
formula_6_27
formula_6_28
formula_6_29
formula_6_30
formula_6_31
formula_6_32
formula_6_33
formula_6_34_35
formula_6_36
formula_6_37
formula_6_38
formula_6_39
formula_6_41
formula_6_42
formula_6_43
formula_6_44
formula_6_45
formula_6_46
formula_6_47
formula_6_47_subs
formula_6_48
formula_6_49
formula_6_50
formula_6_51
formula_6_52
formula_6_53
formula_6_54
formula_6_55
formula_6_56
formula_6_57n
formula_6_58_59
formula_6_60
formula_6_61
formula_6_62
formula_6_63
formula_6_64
formula_6_65
formula_6_70
formula_6_71
formula_6_72
formula_6_73
formula_6_74
formula_6_75
formula_6_76
formula_6_77
formula_6_78_79
Chapter 7 serviceability limit state
Chapter 7 serviceability limit state
formula_7_1
formula_7_2
formula_7_3
formula_7_4
formula_7_5
formula_7_6n
formula_7_7n
formula_7_8
formula_7_9
formula_7_10
formula_7_11
formula_7_12
formula_7_13
formula_7_14
formula_7_15
formula_7_16_ab
formula_7_17
formula_7_18
formula_7_19
formula_7_20
formula_7_21
Chapter 8 detailing of reinforcement and prestressing tendons
Chapter 8 detailing of reinforcement and prestressing tendons
formula_8_1
formula_8_2
formula_8_3
formula_8_4
formula_8_5
formula_8_6
formula_8_7
formula_8_8n
formula_8_9
formula_8_10
formula_8_11
formula_8_12
formula_8_13
formula_8_14
formula_8_15
formula_8_16
formula_8_17
formula_8_18
formula_8_19
formula_8_20
formula_8_21
Chapter 9 detailling and specific rules
Chapter 9 detailling and specific rules
formula_9_1n
formula_9_2
formula_9_3
formula_9_4
formula_9_5n
formula_9_6n
formula_9_7n
formula_9_8n
formula_9_9
formula_9_10
formula_9_11
formula_9_12n
formula_9_13
formula_9_14
formula_9_16
Chapter 10 precast concrete elements and structures
Chapter 10 precast concrete elements and structures
Chapter 11 lightweight aggregate concrete structures
Chapter 11 lightweight aggregate concrete structures
Chapter 12 plain and lightly reinforced concrete structures
Chapter 12 plain and lightly reinforced concrete structures
formula_12_1
formula_12_2
formula_12_3
formula_12_4
formula_12_5_6
En 1992 2 2005
En 1992 2 2005
Chapter 5 structural analysis
Chapter 5 structural analysis
formula_5_101
En 1993 1 1 2005
En 1993 1 1 2005
Chapter 2 basic of design
Chapter 2 basic of design
formula_2_2
Chapter 3 materials
Chapter 3 materials
table_3_1
Chapter 5 structural analysis
Chapter 5 structural analysis
formula_5_1
formula_5_7
formula_5_8
Chapter 6 ultimate limit state
Chapter 6 ultimate limit state
formula_6_1
formula_6_2
formula_6_3
formula_6_4
formula_6_5
formula_6_6
formula_6_7
formula_6_8
formula_6_9
formula_6_10
formula_6_11
formula_6_12
formula_6_13
formula_6_14
formula_6_15
formula_6_16
formula_6_17
formula_6_18
formula_6_18_sub_av
formula_6_19
formula_6_20
formula_6_21
formula_6_22
formula_6_23
formula_6_24
formula_6_25
formula_6_26
formula_6_27
formula_6_28
formula_6_29
formula_6_29rho
formula_6_30
formula_6_31
formula_6_32
formula_6_33
formula_6_34
formula_6_35
formula_6_36
formula_6_37_38
formula_6_39
formula_6_39aw
formula_6_40
formula_6_40af
formula_6_41
formula_6_42
formula_6_43
formula_6_44
formula_6_45
En 1993 1 1 2022
En 1993 1 1 2022
Chapter 8 ultimate limit state
Chapter 8 ultimate limit state
formula_8_3
formula_8_5
formula_8_7
formula_8_13
formula_8_14
formula_8_16
formula_8_17
formula_8_19
formula_8_22
formula_8_23
formula_8_25
formula_8_26
formula_8_27
formula_8_28
formula_8_30
En 1993 1 8 2005
En 1993 1 8 2005
Chapter 4 welded connections
Chapter 4 welded connections
formula_4_2
En 1993 1 9 2005
En 1993 1 9 2005
Annex a determination of fatigue load parameters and verification formats
Annex a determination of fatigue load parameters and verification formats
formula_a_1
formula_a_2
En 1993 5 2007
En 1993 5 2007
Chapter 5 ultimate limit states
Chapter 5 ultimate limit states
formula_5_2
formula_5_3
formula_5_5
formula_5_6
formula_5_7
formula_5_8
formula_5_9
formula_5_10
formula_5_12
formula_5_13
formula_5_16
formula_5_17
formula_5_18
formula_5_19
formula_5_20
formula_5_21
formula_5_22
En 1995 1 1 2004
En 1995 1 1 2004
Chapter 7 serviceability limit states
Chapter 7 serviceability limit states
formula_7_3
formula_7_4
formula_7_5
formula_7_6
formula_7_7
En 1995 1 1 2023
En 1995 1 1 2023
Appendix e
Appendix e
formula_e_1
formula_e_2
formula_e_3
formula_e_4
formula_e_5
formula_e_6
formula_e_7
formula_e_8
formula_e_9
formula_e_10
National annex
National annex
Nl
Nl
Nen en 1993 1 1 2006
Nen en 1993 1 1 2006
Chapter 5 structural analysis
Chapter 5 structural analysis
formula_5_1
Nen 9997 1 c2 2017
Nen 9997 1 c2 2017
Chapter 1 general rules
Chapter 1 general rules
formula_1_0_1
Chapter 2 basic of geotechnical design
Chapter 2 basic of geotechnical design
formula_2_1_a
formula_2_1_b
formula_2_2
formula_2_4
Nen en 1992 1 1 a1 2020
Nen en 1992 1 1 a1 2020
Chapter 4 durability and cover
Chapter 4 durability and cover
constants
formula_4_1
formula_4_2
table_4_1
table_4_2
table_4_3
table_4_4n
table_4_5n
Chapter 8 detailing of reinforcement and prestressing tendons
Chapter 8 detailing of reinforcement and prestressing tendons
formula_8_14
Pr en 1992 1 2023
Pr en 1992 1 2023
Chapter 8 ultimate limit states
Chapter 8 ultimate limit states
formula_8_18
Geometry
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