Section Structural Analysis

5.1 General--------------------------------------------------------------5-1

5.2 Geometric imperfections-----------------------------------------------------5-1

5.3 Idealisation of the structure--------------------------------------------------5-2

5.4 Linear elastic analysis-----------------------------------------------------5-4

5.5 Linear analysis with limited redistribution-------------------------------------------5-4

5.6 Plastic analysis----------------------------------------------------------5-5

5.7 Non-linear analysis--------------------------------------------------------5-5

5.8 Analysis of second order effects with axial load--------------------------------------5-6

5.9 Lateral instability of slender beams--------------------------------------------5-34

5.10 Prestressed members and structures-------------------------------------------5-34

5.11 Analysis for some particular structural members------------------------------------5-34

SECTION 6 ULTIMATE LIMIT STATES (ULS) 6-1

6.1 Bending with or without axial force----------------------------------------------6-1

6.2 Shear---------------------------------------------------------------6-12

6.3 Torsion--------------------------------------------------------------6-25

6.4 Punching-------------------------------------------------------------6-26

6.5 Design with strut and tie models-----------------------------------------------6-32

6.6 Anchorages and laps------------------------------------------------------6-32

6.7 Partially loaded areas----------------------------------------------------6-32

6.8 Fatigue--------------------------------------------------------------6-32

SECTION 7. SERVICEABILITY LIMIT STATES (SLS) 7-1

7.1 General--------------------------------------------------------------7-1

7.2 Stress limitation---------------------------------------------------------7-1

7.3 Crack control-----------------------------------------------------------7-1

7.4 Deflection control-------------------------------------------------------7-15

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