Input Commands

PROJECT- N0.2 PAPER MACHINE
CLIENT- IRVING PULP AND PAPER INC.
FILE- PAPER_MILL.DAT
$
AMECO STEEL
USE CODE NBC-95,WSD
DESIGN ALL
SUPPRESS SEPARATION
LIST ALL
LIST FRAME FORCES WL EQ CR
SUPPRESS LIST BEAM DESIGN
CYCLE 2
USE LLR 1., UR 0.9
$
LEVEL 6 ELEV 141.58 $ ROOF BEAMS AND TRUSSES
$
DESIGN BEAMS
USE FDL 17, FLL 51, SPANS 20, FL RECT, LU 0.
B101 TO 210
B301 3(6-8 201) 23-5 B302 3-3 201 2(6-8 201) 23-5
B303 2(6-8 201) B304 TO 305 2(6-8 101)
USE FL WIDTH 6-8
B1401 TO 1610, B1405 TO TO 1406 XBR
B1701 TO 1710
$
DESIGN TRUSSES
USE TRUSS SPAN 67.875, PANELS 10, H 5.5 LY BOT 27
USE TRUSS SHAPES WT, WEB RG 0
T401 TO 1301 9(6.788 201) WARREN, REVERSE DIAG 1 TO 10
B402 TO 1303 2(6-8 102)
$
DESIGN COLUMNS
SPLICE AT LEVELS 5 6 COLS 1 TO 11
SPLICE AT LEVELS 3 6 COLS 42 TO 52
USE BETA 90, XDIM 12
C1 TO 11 1401 301, C12 0 302 BETA 0 C31 201 303 BETA 0
C42 1501 304 C43 TO 52 1502 402
C53 1701 305 C54 TO 63 1702 403
C64 1601 305R C65 TO 74 1602 403R
$
$CRANE LOADS ON COLUMNS
C1 TO 11 CR1 Y L 1. M 135 D 1.5 PH 9.
C42 TO 52 CR1 Y L 1. M -135
$
LEVEL 5 ELEV 126 $ CRANE RUNWAYS
DESIGN BEAMS
USE LU 20
MOVE P 60 L 11 P 60
B101 TO 110 B105 TO 106 XBR REQD 4
DESIGN COLUMNS
C1 TO 11 101 CR1 Y L 9.5 PV 180 PH 9 D2.5 M 180 XDIM 24
$
LEVEL 4 ELEV 108 $ STRUTS BWT COLUMNS
B101 TO 110 B105 TO 106 XBR
C1 TO 11 101 XDIM 24 C1 L 1.
$
LEVEL 3 ELEV 125.33 $ 2ND MEZZANINE FLOOR
USE FLOOR TRAPEZOIDAL, SLAB 8, FLL 200 PROJ 18
B101 TO 110
B201 23-5 B202 23-5 LU 23 B203 LU 20 B204 TO205 2(6-8 101) RG 1.
B301 TO 1202 2(6-8 102) RG 1.
B1301TO 1310 B1305 TO 1406 XBR B1501 TO 1510
$
C1 0 201 XDIM 24 C12 0 202 BETA 0 C31 0 203 BETA 0
USE XDIM 24
C42 1301 204 C43 TO 52 1302 301 C53 1501 205
C54 TO 63 1502 302 C64 1401 205R C65TO 74 1402 302R
$
C42 TO 52 CR1 Y L 9.5 PV 180 M -180
$
LEVEL 2 ELEV 107.33 $ 1ST MEZZANINE FLOOR
B101 TO 110
B201 23-5 B202 23-5 LU 23 B203 LU 20 B204 TO205 2(6-8 101) RG 1.
B301 TO 1202 2(6-8 102) RG 1.
B1301TO 1310 B1305 TO 1406 XBR B1501 TO 1510
$
C1 0 201 C12 0 202 BETA 0 XDIM 12 C31 0 203 BETA 0 XDIM 12
C42 1301 204 C43 TO 52 1302 301 C53 1501 205
C54 TO 63 1502 302 C64 1401 205R C65TO 74 1402 302R
$
LEVEL 1 ELEV 88 $ OPERAING FLOOR LEVEL
USE FDL 25 FLL 300
MOVE P 25 B801 TO 810
MOVE P 25 B201 TO 210
$
B101 TO 210 B301 TO 310 B401 TO 610
B701 TO 703 B704 TO 710 LL W 6
B801 TO 910
B1001 5-10 201 2(5-10 901) 23-5 RGL 1. LL L 5-10 P 25
B1002 5-9 801 5-9 701 5-11 601 23-5 LL L 5-10 P 25
B1003 6.66 401 6.66 301
B1004 TO 1005 2(6-8 101) RG 1
$
B1101 5-10 202 2(5-10 902) 23-5 RGL 1. LL L 5-10 P 25
B1102 5-9 802 5-9 701 5-11 602 23-5 LL L 5-10 P 25
B1103 6.66 402 6.66 302
B1104 TO 1205 2(6-8 102) RG 1
$
B1301 3(5-10 904) 23-5 RG 1 LL L5 P25
B1302 5-9 804 11-7 LL L5-9 P25
B1303 5-11 604 5-11 504 6-8 404 22 11
B1304 4-6 304 9 B1305 TO 2006 2(6-8 104) RG 1.
B2101 TO 2310 B2105 TO 2106 XBR B2401 TO 2510 LL W 6
B2601 TO 2607 LL W 6
$
DESIGN COLUMNS
USE XDIM 24
USE SUBGRADE MODULUS ROTATION 0. COLS 12 TO 41
C1 TO 11 2101 1001 C12 TO 22 2401 1002
C23 TO 30 704 1303 C31 TO 33 501 1003
C34 TO 41 2601 1304 C42 TO 52 2201 1004 1104 1204 1305
C53 TO 63 2501 1005 1105 1205 1306
C64 TO 74 2301 1006 1106 1206 1307
C12 TO 41 XDIM 12
$
LEVEL 0 ELEV 68
$
COMPUTE EQ XFORCES NBC V .05 R 2 T 0.74 MF 0.5
COMPUTE EQ YFORCES NBC V .05 R 3 T 1.31 MF 0.5
COMPUTE WL YFORCES NBC P 10
$
FRAME X 1 42 53 64
FRAME Y 1 TO 11
EXECUTE

Input Commands

ROOF PLAN – LEVEL 6

OPERATING FLOOR – LEVEL 1