Ms Tower Tutorial

TUTORIAL MS TOWER

MENU FILE LIST/EDIT FILE  TD

COPY TD YANG SUDAH ADA  EDIT RLBAS SESUAI KETINGGIAN BUILDING  CLOSE  SAVE  YES

MENU TOWER  LOAD TOWER  MAKE TOWER LOADING FILE  PILIH EIA-222, ISI ANGLE TO NORTH DAN VELOCITY  OK  CHECK LIST ALL WIND ANGLES  OK  LOAD COMBINATION FACTOR PAKAI DEFAULT

MENU FILE LIST/EDIT FILE  TWR  GANTI ANCILLARIES

COPY ANCILLARIES YANG SUDAH ADA  EDIT JUMLAH, UKURAN, KETINGGIAN, DAN TIPE ANTENNA SESUAI DENGAN DATA TEI DAN COLLOCATION APPS DARI PROTELINDO

CLOSE  SAVE  MENU TOWER  BUILD/LOAD/ANALYSIS

CEK RATIO DAN REAKSI DENGAN ANGIN MAXIMUM MENU MEMBER CHECK EIA-222-F  OK  COMBINATION  OK

CHECK RATIO  MENU FILE  LIST/EDIT FILE  SUMMARY RATIO > 1  NEED STRENGTHEN INPUT RATIO KE EXCEL

ATAU BISA DILIHAT VIA GAMBAR

CEK REAKSI  MEMBER CHECK REACTIONS  OK  COMBINATION  OK INPUT REAKSI KE EXCEL

CEK ANCILLARY DAN DISPLACEMENT DENGAN ANGIN OPERATIONAL CONTOH ANGIN 80.64 kph = 22.4 m/s

MENU TOWER  BUILD/LOAD/ANALYSIS  MENU MEMBER CHECK ANCILLARY ROTATIONS  OK  COMBINATION  OK CHECK ANCILLARY MENU FILE  LIST/EDIT FILE  SUMMARY ANCILLARY > 0.5  NOT OK INPUT ANCILLARY KE EXCEL

CEK DISPLACEMENT  MENU REPORT INPUT/ANALYSIS STRUCTURE DATA UNCHECKLIST ALL  LOADING/RESULTS CHECKLIST DISPLACEMENT  STYLE SORT BY NODE/NUMBER  OK  COMBINATIONS  NODES  ISI ANGKA 1

CHECK RATIO  MENU FILE  LIST/EDIT FILE  REPORT DISPLACEMENT > H/200  NOT OK INPUT DISPLACEMET KE EXCEL

INPUT DATA KE EXCEL