Page 181 - ICC IEBC 2018
P. 181

RESOURCE A



               the supporting elements, can be subjected to a fire test.   table is at least the fire endurance of the slab. There
               Therefore,  a fire endurance classification cannot be   would have to be an adjustment for the weight of the
               issued for the slabs separately.                     roof cover in the allowable load if the test specimen
                                                                    did not contain a cover.
           (3) The designer and contractor believe this slab will
               yield a 2-hour fire endurance even without the cover,   (4) The  supporting structure or element would have  to
               and any beam of at least 2-hour fire endurance will   have at least a 2-hour fire endurance when tested sepa-
               provide satisfactory support. Is it possible to obtain a   rately.
               classification for the slab separately?        Discussion
         Solution                                             If the tables did not include tests on assemblies which con-
           (1) The answer to the question is yes.             tained the slab, one procedure would be to assemble the roof
                                                              slabs on any convenient supporting system (not regarded as
           (2) According to  Rule  10  it is not contrary to  common
               sense to  test and classify  roofs and supporting ele-  part of the specimen) and to subject them to a load which,
               ments separately. Furthermore, according to Rule 2, if   besides the usually required superimposed load, includes
               the roof slabs actually yield a 2-hour fire endurance,   some allowances for the weight of the cover.
               the endurance  of  an  assembly, including the slabs,   Example 3
               cannot be less than 2 hours.
                                                              Problem
           (3) The recommended procedure would be to review the   A steel-joisted floor and ceiling assembly is known to have
               tables to see if the slab appears as part of any tested   yielded a fire endurance of 1 hour and 35 minutes. At a cer-
               roof or floor/ceiling assembly. The supporting system   tain location, a  2-hour endurance is required. What is the
               can be regarded as separate from the slab specimen,
               and the fire  endurance of the  assembly listed in  the





                                                                               FIRE    FIRE





                 t 1   t 2     t 12       t 1     t 2         t 1      t 2          t 1     t 2
                   12
                                             2
                      1
                                                                                        2
                                                                 2
                   t> t + t 2                t> t 1              t> t 1                t> t 1
                    RULE 1                  RULE 2              RULE 3                 RULE 4
                                         LOW CONDUCTIVITY  HIGH CONDUCTIVITY  LOW CONDUCTIVITY  HIGH CONDUCTIVITY  MOIST  DRY
                                    FIRE             FIRE  FIRE            FIRE





                  t 1      t 2          t 1      t 2            t 1     t 2         t 1    t 2
                      1 t ≈ τ 2             1 t> t t2              t 1 ≠  t 2          t> t 2
                                                                                        1
                     RULE 5                RULE 6                 RULE 7              RULE 8

                 BEAM TESTED AS          BEAM TESTED             FOR THE FLOOR     FOR A  BEAM WHEN
                 PART OF FLOOR            SEPARATELY               ASSEMBLY        TESTED SEPARATELY
                                                                   t 1                   t 2




                                                                       A                 B
                     t 1                   t 2
                            1
                           t> t 2                               BEAM A CAN BE REPLACED BY BEAM B IF t 2 > t
                           RULE 9                                             RULE 10            1
                                  Diagrammatic illustration of ten rules.
                                        t = fire endurance

         162                                                            2018 INTERNATIONAL EXISTING BUILDING CODE  ®
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