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FIRE AND SMOKE PROTECTION FEATURES



                                 h                                       h 2



                                 L  *                 *                  L 2                    d




                                          L       h            L 1    h 1             b f      As


                                           (a)                 (b)                    (c)
                                        PRECAST            CONCRETE               CONCRETE
                                       CONCRETE             ENCASED               ENCASED
                                        COLUMN            STRUCTURAL            WIDE-FLANGE
                                        COVERS                TUBE                  SHAPE

                                                         FIGURE 722.5.1(6)
                                         CONCRETE PROTECTED STRUCTURAL STEEL COLUMNS  a, b
             a. Where the inside perimeter of the concrete protection is not square, L shall be taken as the average of L 1  and L 2 . Where the thickness of concrete cover is not
               constant, h shall be taken as the average of h 1  and h 2 .
             b. Joints shall be protected with not less than a 1-inch thickness of ceramic fiber blanket but in no case less than one-half the thickness of the column cover (see
               Section 722.2.1.3).



                                 D=2(w+d)+2(w-t web )       D =  d               D = 2w + 2d
                                        w                      d                      w




                                                     0.25p
                              d           t                                  d
                                           web



                                                             0.25p
                                W SHAPE COLUMN        STEEL PIPE COLUMN   STRUCTURAL TUBE COLUMN

                                                          FIGURE 722.5.1(7)
                                  CONCRETE OR CLAY MASONRY PROTECTED STRUCTURAL STEEL COLUMNS
             For SI: 1 inch = 25.4 mm.
             d  = Depth of a wide flange column, outside diameter of pipe column, or outside dimension of structural tubing column (inches).
             t web = Thickness of web of wide flange column (inches).
             w  = Width of flange of wide flange column (inches).


                    722.5.1.2.1 Attachment. The gypsum board or gyp-     shall be the same as the thickness determined for a
                    sum panel products shall be supported as illustrated  W14 × 233 wide flange shape.
                    in either Figure 722.5.1(2) for fire-resistance ratings  722.5.1.3 Sprayed fire-resistant materials.  The  fire
                    of 4 hours or less, or Figure 722.5.1(3) for fire-resis-  resistance of wide-flange structural steel columns pro-
                    tance ratings of 3 hours or less.                  tected  with  sprayed  fire-resistant  materials,  as  illus-
                    722.5.1.2.2 Gypsum wallboard equivalent to con-    trated  in  Figure  722.5.1(5),  shall  be  permitted  to  be
                    crete.  The  determination  of  the  fire resistance  of  determin   fr   th   following   expression:
                    structural  steel  columns  from  Figure  722.5.1(4)  is
                                                                                     2
                                                                            1
                    permitted  for  various  thicknesses  of  gypsum  wall-  R = [C (W/D) + C ]h      (Equation 7-13)
                    board as a function of the weight-to-heated-perime-  where:
                    ter  ratio  (W/D)  of  the  column.  For  structural  steel  R = Fire resistance (minutes).
                    columns with weight-to-heated-perimeter ratios (W/D)  h = Thickness  of  sprayed  fire-resistant  material
                    greater  than  3.65,  the  thickness  of  gypsum  wall-  (inches).
                    board  required  for  specified  fire-resistance ratings


             2018 INTERNATIONAL BUILDING CODE ®                                                                  195
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