Funnel (Industrial Chimney)

I. TECHNICAL NOTES

II. CALCULUS FOR TEMPERATURE VARIATION
      II.1 THEORETICAL ELEMENTS
      II.2 DETERMINATION OF THE TEMPERATURE VARIATION
      II.3 CALCULUS FOR TEMPERATURE VARIATIONS

III. STATICS AND STRENGTH
      III.1 SELF WEIGHT LOADS FROM CANTILEVERS
            III.1.1 CROWRING PLATE LOADS
            III.1.2 GRIDS SELF-WEIGHT LOADS
            III.1.3 REINFORCED CONCRETE WALLS SELF WEIGHT LOADS
            III.1.4 COATINGS SELF WEIGHT LOADS
            III.1.5 THERMAL INSULATION SELF WEIGHT LOADS
            III.1.6 SELF-WEIGHT LOADS FROM THE ASH FUNNEL STRENGTH STRUCTURE
      III.2 WIND LOADS
      III.3 SECTIONAL LOADS
            III.3.1 GENERALITIES AND COMPUTATION RELATIONS
            III.3.2 MEDIUM PRESSURES CALCULUS
            III.3.3 SHEAR FORCES CALCULUS
            III.3.4 SURFACES AND INERTIA MOMENTS OF THE SEGMENT MEDIUM SECTIONS
            III.3.5 WIND NOMINAL MOMENTS CALCULUS
            III.3.6 IIND ORDER MOMENTS DETERMINATION
            III.3.7 ELLIPSOIDAL MOMENTS CALCULUS
            III.3.8 AXIAL FORCES N DETERMINATION

IV. REINFORCEMENTS DIMENSIONING
      IV.1 NOTATIONS AND CALCULUS SKETCH

V. SECTIONAL CHECKINGS
      V.1 ULTIMATE LIMIT STATE FOR JOINTS OPENINGS
            V.1.1 NOTATIONS AND CALCULUS SKETCH
            V.1.2 THE UNITARY EFFORT DETERMINATION
            V.1.3 JOINTS OPENINGS CALCULUS HORIZONTAL SECTIONS CHECKINGS
      V.2 NOTATIONS AND CALCULUS SCHEME
      V.3 MAXIMUM UNITARY EFFORTS DETERMINATION IN STRESSED REINFORCEMENTS FROM VERTICAL AND HORIZONTAL LOADS
      V.4 MAXIMUM UNITARY EFFORT DETERMINATION AC IN EXTERIOR STRESSED REINFORCEMENTS
            V.4.1 THE CRACKS OPENINGS CALCULUS

VI. SEISMIC CALCULUS
      VI.1 GENERALITIES
      VI.2 PROPER VIBRATION STAGE DETERMINATION FOR THE FIRST THREE MODES OF VIBRATIONS
      VI.3 IST STAGE OF THE FREE VIBRATIONS OF THE FUNNEL
      VI.4 IIND STAGE OF THE FREE VIBRATIONS OF THE FUNNEL
      VI.5 IIIRD STAGE OF THE FREE VIBRATIONS OF THE FUNNEL

VII. FOUNDATION CALCULUS
      VII.1 GENERALITIES
      VII.2 PRESSURE DETERMINATION AT THE BASE OF FOUNDATION
      VII.3 EFFORTS DETERMINATION IN THE FOUNDATION
            VII.3.1 SYMMETRICALLY LOAD CASE A
      VII.4 EFFORT COMPOSITION FOR BOTH LOADING HYPOTHESIS

VIII. STABILITY CALCULUS

IX. MOUNTING TECHNOLOGY OF THE SLIDIING FORMWORK INSTALLATION
      IX.1 PREPARING WORKS FOR FOUNDATION WITHOUT BASE
      IX.2 SLIDING FORMWORK ASSEMBLING
      IX.3 SLIDING INSTALLATION ASSEMBLING
      IX.4 ELECTRIC POWER SUPPLY ASSEMBLING, COMMANDS AND LIGHTENING
      IX.5 TEGO FORMWORK OR STEEL PLATE FOR FILLING BETWEEN THE SLIDING FORMWORK AND FOUNDATION
      IX.6 CONCRETE PUMPING IN SLIDING FORMWORK AND THE MAKING-UP THE STRUCTURE THROUGH SLIDING, UNTIL THE ACCESS HOLE
      IX.7 THE SLIDING QUALITY