Page 329 - Advanced Design Examples of Seismic Retrofit of Structures
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Example of a Steel Frame Building Retrofitted Chapter  5 315





                    K          IPE160      IPE160        IPE160



                    J




                    I           INP240     INP240        INP240
                        IPE160  586.  IPE140  586.  IPE140  586.  IPE160


                    H           2INP240     2INP240       2INP240

                           IPE140  586.  INP240  586.  INP240  INP240



                    G            INP240  INP240  INP240  INP240      plan.
                           2IPE140  680.  2IPE140  586.  2IPE140  586.  2IPE140  in

                    F                2INP240   2INP240    2INP240    Location
                           2IPE140  680.  2IPE140  586.  2IPE140  586.  2IPE140  (A)


                    E                2INP240   2INP240    2INP240    connection.
                           2IPE140  680.  2IPE140  586.  2IPE140  586.  2IPE140


                    D                2INP240   2INP240    2INP240    cradle-type
                           2IPE140  680.  2IPE140  586.  2IPE140  586.  2IPE140


                    C                2INP240   2INP240    2INP240    with  beam
                           2IPE140  586.  2IPE140  586.  2IPE140  586.  2IPE140  typical


                    B
                                                                     a  of
                                     2INP240
                                               2INP240
                                                          2INP240
                           2IPE140  586.  2IPE140  586.  2IPE140  586.  2IPE140  X  results
                                                          Y
                                                                     The
                    A
                                    INP240
                                               INP240
                                                         INP240
                                                                  (A)
                         6  5      4      3  7   2             1     5.11
                                                                     FIG.
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