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      THE BOLTLESS SYSTEM
    RoofWell Metal Roofing with Boltless System is the result of a deep research and high level technology which has made it waterproof, resistance to corrosion and durabuility. Boltless System are lofty ideal Roof which solve many problems found on usual roll-formed Roofings. Roofwell Metal Roofing can be installed in aminimum of time and at low expense.



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    W-750
    THICKNESS WEIGHT MOMENT OF INERTIA MODULUS OF SECTION
    MM. KG./M. KG./M.2 I : CM4/M. Z : M3/M.
    0.4 3.028 4.037 16.491 3.954
    0.5 3.786 5.048 20.613 4.943
    0.6 4.543 6.057 24.736 5.932
    0.8 6.057 8.076 32.981 7.909




    W-650
    THICKNESS WEIGHT MOMENT OF INERTIA MODULUS OF SECTION
    MM. KG./M. KG./M.2 I : CM4/M. Z : M3/M.
    0.4 3.028 4.659 74.537 15.037
    0.5 3.786 5.824 93.172 18.796
    0.6 4.543 6.989 111.806 22.555
    0.8 6.057 9.318 149.075 30.074




    W-600
    THICKNESS WEIGHT MOMENT OF INERTIA MODULUS OF SECTION
    MM. KG./M. KG./M.2 I : CM4/M. Z : M3/M.
    0.5 3.786 6.310 136 22.7
    0.6 4.543 7.571 174 30.6
    0.8 6.057 10.095 225 40.3



    V-500
    THICKNESS WEIGHT MOMENT OF INERTIA MODULUS OF SECTION
    MM. KG./M. KG./M.2 I : CM4/M. Z : M3/M.
    0.6 3.82 7.64 225 35.5
    0.8 5.02 10.04 316 49.9
    1.0 6.21 12.42 393 62.3
    1.2 7.50 15.00 477 76.3






      THE BOLT TYPE
  • Economical Bolt Type Roof with   effective width 600 mm.
    		•
  • Widely use for medium size building, factory, warehouse and residential building
    		•
  • Redial roof also available.


    		•
    B-600
    THICKNESS WEIGHT MOMENT OF INERTIA MODULUS OF SECTION
    MM. KG./M. KG./M.2 I : CM4/M. Z : M3/M.
    0.5 3.786 6.310 61.89 14.07
    0.6 4.543 7.571 74.18 16.86
    0.8 6.057 10.095 98.66 22.42





      ARCH ROOF : DOUBLE SEAMER LOCK SYSTEM

                                                                                         


  • Widely use for the covering of parking lots, walk way and etc. where needed arch - shaped panels.
  • Available both arch roof and flat roof.
  • Easy installation
  • Time saving and low cost
    •   AR-394 AR-364
    Purlin Pitch 500 - 800 mm. 1500 - 2000 mm.
    Radial Roof minimum 2.5 m. minimum 10 m.



    AR-364
    THICKNESS WEIGHT MOMENT OF INERTIA MODULUS OF SECTION
    MM. KG./M. KG./M.2 I : CM4/M. Z : M3/M.
    0.4 1.514 4.159 22.4 5.0
    0.5 1.893 5.200 28.0 6.2
    0.6 2.271 6.240 33.6 7.4


    AR-394
    THICKNESS WEIGHT
    MM. KG./M. KG./M.2
    0.4 1.514 3.882
    0.5 1.893 4.853
    0.6 2.271 5.824


    AR-364F
    THICKNESS WEIGHT
    MM. KG./M. KG./M.2
    0.4 1.514 4.159
    0.5 1.893 5.200
    0.6 2.271 6.240


    AR-394F
    THICKNESS WEIGHT
    MM. KG./M. KG./M.2
    0.4 1.514 3.882
    0.5 1.893 4.853
    0.6 2.271 5.824




      SIDING
    SQ-630
    THICKNESS WEIGHT WEIGHT PANEL FRAME HORIZONTAL
    MM. KG. / M. KG. / M2 @ : M.
    0.4 3.028 4.806 <  2.00
    0.5 3.786 6.009 <  2.40
    0.6 4.543 7.211 <  2.80


    T-750
    THICKNESS WEIGHT WEIGHT PANEL FRAME HORIZONTAL
    MM. KG. / M. KG. / M2 @ : M.
    0.4 3.028 4.037 <  1.50
    0.5 3.786 5.048 <  2.00
    0.6 4.543 6.057 <  2.30


    T-750 S
    THICKNESS WEIGHT WEIGHT PANEL FRAME HORIZONTAL
    MM. KG. / M. KG. / M2 @ : M.
    0.4 3.028 4.037 <  2.00
    0.5 3.786 5.048 <  2.30
    0.6 4.543 6.057 <  2.50


    T-790
    THICKNESS WEIGHT WEIGHT PANEL FRAME HORIZONTAL
    MM. KG. / M. KG. / M2 @ : M.
    0.4 3.028 3.832 <  1.50
    0.5 3.786 4.792 <  2.00
    0.6 4.543 5.750 <  2.30






      ANGULAR PANEL BENDER
    The bender to produce lengthwise round-bended panel has been developed for the applications of eaves finishing of roof-decks and coverings of parking lots and etc. where needed arch-shaped panels.
    Bending angle can be designed according to customers requirement.




      LOUVERS
    THICKNESS WEIGHT MOMENT OF INERTIA SECTION MODULUS PANEL FRAME VERTICAL
    MM. KG. / M. T : CM4 / M. Z : CM3/ M. @ : M.
    TYPE I        
    0.4 0.757 13.76 2.821 <  3.00
    0.5 0.846 17.199 3.526 <  3.00
    0.6 1.135 20.639 4.231 <  3.00
    TYPE II        
    0.4 1.514 30.506 0.618 <  2.00
    0.5 1.893 38.132 0.773 <  2.00
    0.6 2.271 45.758 0.927 <  2.00
    TYPE II S        
    0.4 1.514 30.506 0.618 <  2.00
    0.5 1.893 38.132 0.773 <  2.00
    0.6 2.271 45.758 0.927 <  2.00




      SPANDREL ROLL-FORMING







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