Input Commands

PROJECT- CHICAGO LAKESIDE CORPORATION
STRUCTRE- 115 STOREY SKYSCRAPER
JOB 800421
INPUT HB/FB
REVISION B
FILE SKYSCRAPER.DAT

AMECO STEEL
USE CODE NBC-95, LSD, STEEL 60000
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USE CONSTRUCTION SIMULATION EVERY 2 LEVELS
SUPPR SIZE DECREM CYCLE 2
SUPPRESS NONLINEAR ANALYSIS CYCLE 2
COMPUTE WL XFORCES PER ANSI, VELOCITY 90, BAY 14.0
COMPUTE WL YFORCES PER ANSI, VELOCITY 90, BAY 24.5
RESTRICT DRIFT TO MAX H/150
USE FRAME ACCURACY .5
CYCLE MAX 3
$
LIST ALL
SUPPR LIST GEOM
SUPPR LIST BEAM DESIGN
LIST FRAME FORCES WL LEVELS 1 8 105
TRACE FRAME STATICS
$
C
LEVELS 115 TO 1
DESIGN BEAMS
USE SLAB 2.5 DECK 1.5 FL PROJ 12 FLL 70 FDL 25 RG 0 SPANS 28
USE SHAPES W WW BI, PROFILE W10*26
USE BRACING SHAPES W WW, AREA 25, KY .5
DESIGN BRACING
RESTR BRACING DEPTH TO MAX 30
USE COMPOSITE IF RG LE .4 PARTIAL, UNSHORED
B101 TO 104 B201 B202 14 B203 B204 14 B205
B1201 TO 1204
B301 3(7 203) B303 3(7 204) B302 DUMMY B401 TO 404
B501 RBR B502 14 301 14 802R 14 303 56 XBR B503 LBR
B601 RBR B602 14 302 28 304 56 XBR B603 LBR
SELECT SIZE CONTANT
B701 3(7 102) B702 7 102 7 1202 7 102 B703 3(7 202)
B1301 3(7 104) B1302 7 104 7 1204 7 104 B1303 3(7 205)
B801 3(7 103) B802 3 103 3 1203 3 103
USE SPAN 14, RG 1
RESTRICT DEPTH TO MIN 21
B901 TO 904 7 101 B905 TO 906 7 201
B1001 TO 1004 7 104R B1005 TO 1006 7 205R
B1101 RGL 0 FL FS 3-6 B1102 TO 1107 FL FS 3-6
B1108 RGR 0 FL FS 3-6

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DESIGN COLUMNS,L 12-0
USE COL SHAPES W WW BI BB
USE STEEL 36000 COLS 18 34 19 35 5 7 47 49
RESTRICT XDIM TO MIN 18
EQUATE COLUMNS 1 TO 7, 43 TO 49
EQUATE COLS 14 16 23 25 39 32 41
SPLICE COLUMNS EVERY 4 LEVELS
C1 TO 7 901 1101 101 401 1201 501 201 601
C16 TO 19 701 1103 402 C14 0 1102 C23 0 1104
C25 TO 26 801 1104R 402R
C32 TO 35 1301 1107 404 503 603 $
C39 0 1106 C41 0 1108
C43 TO 49 1001 1108R 104R 404R 1204R 503R 205R 603R $
C14 TO 16 EV 2 BETA 90
C23 TO 25 EV 2 BETA 90
C39 TO 41 EV 2 BETA 90
C32 BETA 90
$
USE YSYM 7 19 28 35 49
SUPP X Y DISPL LEVEL 5
FRAME X 1 16 32 43
FRAME Y 1 3 5 7
EXECUTE