Page 294 - Civil Engineering Formulas
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228                    CHAPTER NINE

             In continuous composite construction, longitudinal reinforcing steel may be
           considered to act compositely with the steel beam in negative-moment regions.
           In this case, the total horizontal shear, kip (kN), between an interior support and
           each adjacent point of contraflexure should be taken as
                                        A sr F yr
                                   V h                          (9.72)
                                         2
           where A   area of longitudinal reinforcement at support within effective area,
                 sr
            2
                 2
           in (mm ); and F   specified minimum yield stress of longitudinal reinforce-
                       yr
           ment, ksi (MPa).
           PONDING CONSIDERATIONS IN BUILDINGS
           Flat roofs on which water may accumulate may require analysis to ensure that
           they are stable under ponding conditions. A flat roof may be considered stable
           and an analysis does not need to be made if both of the following two equations
           are satisfied:

                                 C p   0.9C s   0.25            (9.73)
                                         4
                                   I d   25S /10 6              (9.74)
                        4
                            7
           where C   32L L /10 I
                 p     s  p  p
                        4
                           7
                C   32SL /10 I
                 s      s   s
                L   length, ft (m), of primary member or girder
                 p
                L   length, ft (m), of secondary member or purlin
                 s
                 S   spacing, ft (m), of secondary members
                                                      4
                                                  4
                I   moment of inertia of primary member, in (mm )
                 p
                                                   4
                                                        4
                 I   moment of inertia of secondary member, in (mm )
                 s
                I   moment of inertia of steel deck supported on secondary members,
                 d
                           4
                     4
                    in /ft (mm /m)
           For trusses and other open-web members, I should be decreased 15 percent. The
                                          s
           total bending stress due to dead loads, gravity live loads, and ponding should not
           exceed 0.80F , where F is the minimum specified yield stress for the steel.
                            y
                    y
           LIGHTWEIGHT STEEL CONSTRUCTION
           Lightweight steel construction is popular today for a variety of building compo-
           nents (floors, roofs, walls. etc.) and for entire buildings.* Such construction
           takes many forms, and a number of different designs of structural members and
           framing systems have been developed.
             *From Merritt—Building Construction Handbook, McGraw-Hill. Formulas in this section are
           based on the work of F. E. Fahy, who, at the time of their preparation, was Chief Engineer, Product
           Engineering, Bethlehem Steel Company.
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