X.I.S. ENV 1994-1-1:1995

FOREWORD
0.1 OBJECTIVES OF THE EUROCODES
0.2 BACKGROUND TO THE EUROCODE PROGRAMME
0.3 EUROCODE PROGRAMME
0.4 NATIONAL APPLICATION DOCUMENTS
0.5 MATTERS SPECIFIC TO THIS PRE-STANDARD
CHAPTER 1 - INTRODUCTION
1.1 SCOPE
1.2 DISTINCTION BETWEEN PRINCIPLES AND APPLICATION RULES
1.3 ASSUMPTIONS
1.4 DEFINITIONS
1.5 S.I. UNITS
1.6 SYMBOLS USED IN PART 1.1 OF EUROCODE 4
CHAPTER 2 - BASIS OF DESIGN
2.1 FUNDAMENTAL REQUIREMENTS
2.2 DEFINITIONS AND CLASSIFICATIONS
2.3 DESIGN REQUIREMENTS
2.4 DURABILITY
CHAPTER 3 - MATERIALS
3.1 CONCRETE
3.2 REINFORCING STEEL
3.3 STRUCTURAL STEEL
3.4 PROFILED STEEL SHEETING FOR COMPOSITE SLABS
3.5 CONNECTING DEVICES
CHAPTER 4 - ULTIMATE LIMIT STATES
4.1 BASIS
4.2 PROPERTIES OF CROSS-SECTIONS OF BEAMS
4.3 CLASSIFICATION OF CROSS-SECTIONS OF BEAMS
4.4 RESISTANCES OF CROSS-SECTIONS OF BEAMS
4.5 INTERNAL FORCES AND MOMENTS IN CONTINUOUS BEAMS
4.6 LATERAL TORSIONAL BUCKLING OF COMPOSITE BEAMS FOR
     BUILDINGS
4.7 WEB CRIPPLING
4.8 COMPOSITE COLUMNS
4.9 INTERNAL FORCES AND MOMENTS IN FRAMES FOR BUILDINGS
4.10 COMPOSITE CONNECTIONS IN BRACED FRAMES FOR BUILDINGS
CHAPTER 5 - SERVICEABILITY LIMIT STATES
5.1 GENERAL
5.2 DEFORMATIONS
5.3 CRACKING OF CONCRETE IN BEAMS
CHAPTER 6 - SHEAR CONNECTION IN BEAMS FOR BUILDINGS
6.1 GENERAL
6.2 LONGITUDINAL SHEAR FORCE
6.3 DESIGN RESISTANCE OF SHEAR CONNECTORS
6.4 DETAILING OF THE SHEAR CONNECTION
6.5 FRICTION GRIP BOLTS
6.6 TRANSVERSE REINFORCEMENT
CHAPTER 7 - COMPOSITE SLABS WITH PROFILED STEEL SHEETING FOR
            BUILDINGS
7.1 GENERAL
7.2 DETAILING PROVISIONS
7.3 ACTIONS AND ACTION EFFECTS
7.4 ANALYSIS FOR INTERNAL FORCES AND MOMENTS
7.5 VERIFICATION OF PROFILED STEEL SHEETING AS SHUTTERING
7.6 VERIFICATION OF COMPOSITE SLABS
CHAPTER 8 - FLOORS WITH PRECAST CONCRETE SLABS FOR BUILDINGS
8.1 GENERAL
8.2 ACTIONS
8.3 PARTIAL SAFETY FACTORS FOR MATERIALS
8.4 DESIGN, ANALYSIS, AND DETAILING OF THE FLOOR SYSTEM
8.5 JOINT BETWEEN STEEL BEAMS AND CONCRETE SLAB
CHAPTER 9 - EXECUTION
9.1 GENERAL
9.2 SEQUENCE OF CONSTRUCTION
9.3 STABILITY
9.4 ACCURACY DURING CONSTRUCTION AND QUALITY CONTROL
CHAPTER 10 - DESIGN ASSISTED BY TESTING
10.1 GENERAL
10.2 TESTS ON SHEAR CONNECTORS
10.3 TESTING OF COMPOSITE FLOOR SLABS
ANNEX A - REFERENCE DOCUMENTS
A.1 SCOPE
A.2 STANDARDS ON MATERIALS AND PRODUCTS ASSOCIATED
     WITH PART 1.1 OF EUROCODE 4
A.3 REFERENCE DOCUMENTS FOR EXECUTION
A.4 GENERAL STANDARDS
ANNEX B - LATERAL-TORSIONAL BUCKLING
B.1 METHODS BASED ON A CONTINUOUS INVERTED-U FRAME MODEL
ANNEX C - SIMPLIFIED CALCULATION METHOD FOR RESISTANCE
          OF DOUBLY SYMMETRIC COMPOSITE CROSS SECTIONS IN
          COMBINED COMPRESSION AND BENDING
C.1 SCOPE AND ASSUMPTIONS
C.2 COMPRESSIVE RESISTANCES
C.3 POSITION OF NEUTRAL AXIS
C.4 BENDING RESISTANCES
C.5 INTERACTION WITH TRANSVERSE SHEAR
C.6 NEUTRAL AXES AND PLASTIC SECTION MODULI OF SOME CROSS
     SECTIONS
ANNEX D - DESIGN OF COMPOSITE COLUMNS WITH MONO-SYMMETRICAL
          CROSS-SECITONS - SIMPLIFIED METHOD
D.1 GENERAL
D.2 SCOPE
D.3 DESIGN FOR AXIAL COMPRESSION
D.4 DESIGN FOR COMPRESSION AND UNIAXIAL BENDING'
D.5 LONG-TERM BEHAVIOUR OF CONCRETE
ANNEX E - PARTIAL SHEAR CONNECTION METHOD FOR COMPOSITE SLABS
E.1 SCOPE
E.2 DETERMINATION OF tau[u,Rd]
E.3 VERIFICATION OF THE LONGITUDINAL SHEAR RESISTANCE
E.4 VERIFICATION OF COMPOSITE SLABS WITH END ANCHORAGE
E.5 VERIFICATION OF COMPOSITE SLABS WITH ADDITIONAL REINFORCEMENT
ANNEX F - CHECKLISTS OF THE INFORMATION REQUIRED IN TEST REPORTS
F.1 PUSH TESTS
F.2 TESTING OF COMPOSITE SLABS