SNI 03 – 2847 - 2002 
                       
             SNI  
                      STANDAR  NASIONAL  INDONESIA 
              
              
              
              
              
              
              
              
              
              
                                    
                                    
                  Tata Cara Perhitungan Struktur Beton 
                        Untuk Bangunan Gedung 
                             (Beta Version) 
                                    
                                    
                                    
                                    
                                    
                                    
                                    
                                    
                                    
                                    
                                    
                                    
                                    
                           Bandung, Desember 2002 
                                    
                                                                                                                                                      SNI  03 - 2847 - 2002 
                                      
                                                                      Tata cara perencanaan struktur beton  
                                                                                    untuk bangunan gedung 
                                      
                                     Daftar isi .......................................................................................................                             i 
                                     Daftar tabel....................................................................................................                             xi 
                                     Daftar gambar...............................................................................................                                xii 
                                     Prakata...........................................................................................................                         xiv 
                                      
                                     1 Ruang lingkup.................................................................................  1 
                                      
                                     2 Acuan normatif...............................................................................  1 
                                      
                                     3 Istilah dan definisi..........................................................................  4 
                                      
                                     4 Persyaratan-persyaratan............................................................... 13 
                                     4.1 Perencanaan struktur................................................................................  13 
                                     4.2            Penanggung jawab perhitungan ..............................................................                                   13 
                                      
                                     5 Bahan .............................................................................................. 14 
                                     5.1            Pengujian bahan.......................................................................................                        14 
                                     5.2            Semen.......................................................................................................                  14              
                                     5.3            Agregat.....................................................................................................                  14 
                                     5.4            Air..............................................................................................................             15 
                                     5.5            Baja tulangan............................................................................................                     15              
                                     5.6            Bahan tambahan.......................................................................................                         18 
                                     5.7            Penyimpanan bahan-bahan......................................................................                                 19 
                                      
                                     6              Persyaratan keawetan beton.........................................................                                          20 
                                     6.1 Rasio semen-air........................................................................................  20 
                                     6.2 Pengaruh lingkungan................................................................................  20 
                                     6.3            Pengaruh lingkungan yang mengandung sulfat........................................                                            20 
                                     6.4            Perlindungan tulangan terhadap korosi....................................................                                     21 
                                      
                                       
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                                                                                                                                  SNI  03 - 2847 - 2002 
                                 
                                7            Kualitas, pencampuran, dan pengecoran....................................                                   22 
                                7.1 Umum.......................................................................................................  22 
                                7.2          Pemilihan proporsi campuran beton.........................................................                  22 
                                7.3 Perancangan proporsi campuran berdasarkan pengalaman lapangan 
                                             dan/atau hasil campuran uji......................................................................           23 
                                7.4          Perancangan campuran tanpa berdasarkan data lapangan atau 
                                             campuran percobaan................................................................................          27 
                                7.5 Reduksi kuat rata-rata...............................................................................  27 
                                7.6          Evaluasi dan penerimaan beton ...............................................................               27 
                                7.7          Persiapan peralatan dan tempat penyimpanan........................................                          30 
                                7.8 Pencampuran............................................................................................  30 
                                7.9 Pengantaran.............................................................................................  31 
                                7.10 Pengecoran...............................................................................................           31 
                                7.11 Perawatan beton.......................................................................................              32 
                                7.12         Persyaratan cuaca panas.........................................................................            32 
                                 
                                8            Cetakan, pipa tertanam, dan siar pelaksanaan...........................                                     33 
                                8.1 Perencanaan cetakan...............................................................................  33 
                                8.2          Pembongkaran cetakan dan penopang serta penopangan kembali.........                                         33 
                                8.3          Saluran dan pipa yang ditanam dalam beton ...........................................                       34 
                                8.4 Siar pelaksanaan .....................................................................................  36 
                                 
                                9 Detail penulangan........................................................................... 37 
                                9.1 Kait standar...............................................................................................  37 
                                9.2 Diameter bengkokan minimum.................................................................  37 
                                9.3 Cara pembengkokan ................................................................................  38 
                                9.4          Kondisi permukaan baja tulangan.............................................................                38 
                                9.5 Penempatan tulangan...............................................................................  38 
                                9.6          Batasan spasi tulangan ............................................................................         39 
                                9.7          Pelindung beton untuk tulangan   .............................................................              40 
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                               9.8          Detail tulangan khusus untuk kolom.........................................................               44 
                               9.9 Sambungan ..............................................................................................  45 
                               9.10         Tulangan lateral pada komponen struktur tekan.......................................                      45 
                               9.11         Penulangan lateral untuk komponen struktur lentur .................................                       48 
                               9.12         Tulangan susut dan suhu..........................................................................         48 
                               9.13         Tulangan khusus untuk integritas struktur................................................                 49 
                                
                               10           Analisis dan perencanaan ............................................................                     51 
                               10.1 Perencanaan.............................................................................................          51 
                               10.2 Pembebanan.............................................................................................           51 
                               10.3 Metode analisis ........................................................................................          51 
                               10.4         Redistribusi momen negatif pada balok lentur non-prategang menerus ..                                     53 
                               10.5 Modulus elastisitas....................................................................................           54 
                               10.6 Kekakuan .................................................................................................        54 
                               10.7 Panjang bentang.......................................................................................            54 
                               10.8 Kolom........................................................................................................     55 
                               10.9         Pengaturan beban hidup...........................................................................         56 
                               10.10 Konstruksi balok-T....................................................................................           56 
                               10.11        Konstruksi pelat rusuk...............................................................................     57 
                               10.12        Penutup lantai yang terpisah ....................................................................         58 
                                
                               11           Ketentuan mengenai kekuatan dan kemampuan layan..............                                             59 
                               11.1 Umum.......................................................................................................       59 
                               11.2 Kuat perlu..................................................................................................      59 
                               11.3 Kuat rencana.............................................................................................         61 
                               11.4         Kuat rencana tulangan .............................................................................       62 
                               11.5         Kontrol terhadap lendutan.........................................................................        62 
                                
                               12           Beban lentur dan aksial.................................................................                  69 
                               12.1 Umum.......................................................................................................       69   
                               12.2         Asumsi dalam perencanaan.....................................................................             69 
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