STAAD SPACE
START JOB INFORMATION
ENGINEER DATE 09-Aug-12
END JOB INFORMATION
INPUT WIDTH 79
UNIT FEET KIP
JOINT COORDINATES
1 12.3333 0 0; 2 22.3333 0 0; 3 0 0 2.5; 4 2.3333 0 2.5; 5 4.83333 0 2.5;
6 7.33333 0 2.5; 7 9.83333 0 2.5; 8 12.3333 0 2.5; 9 14.8333 0 2.5;
10 17.3333 0 2.5; 11 19.8333 0 2.5; 12 22.3333 0 2.5; 13 24.6667 0 2.5;
14 27 0 2.5; 15 29.2813 0 2.5; 16 0 0 15.7813; 17 2.3333 0 15.7813;
18 4.83333 0 15.7813; 19 7.33333 0 15.7813; 20 9.83333 0 15.7813;
21 12.3333 0 15.7813; 22 14.8333 0 15.7813; 23 17.3333 0 15.7813;
24 19.8333 0 15.7813; 25 22.3333 0 15.7813; 26 24.6667 0 15.7813;
27 27 0 15.7813; 28 29.2813 0 15.7813; 29 3.5 0 15.7813; 30 7 0 15.7813;
31 10.5 0 15.7813; 32 14 0 15.7813; 33 18.1667 0 15.7813; 34 25.7813 0 15.7813;
35 0 0 19.7813; 36 3.5 0 19.7813; 37 7 0 19.7813; 38 10.5 0 19.7813;
39 14 0 19.7813; 40 22.3333 0 20.2813; 41 29.2813 0 20.2813;
42 18.1667 0 20.2813; 43 25.7813 0 20.2813; 44 14 0 20.2813;
45 22.3333 0 29.2813; 46 25.7813 0 29.2813; 47 14 0 29.2813;
48 0.66666 0 19.7813; 49 1.5 0 19.7813; 50 4.33333 0 19.7813; 51 5 0 19.7813;
52 6 0 19.7813; 53 13 0 19.7813; 54 0.66666 0 29.2813; 55 1.5 0 29.2813;
56 4.33333 0 29.2813; 57 5 0 29.2813; 58 6 0 29.2813; 59 13 0 29.2813;
60 9 0 19.7813; 62 10 0 19.7813; 64 6 0 26.2813; 65 13 0 26.2813;
66 9 0 26.2813; 67 10 0 26.2813; 68 3.5 0 29.2813;
MEMBER INCIDENCES
1 1 8; 2 8 21; 3 2 12; 4 12 25; 5 3 4; 6 4 5; 7 5 6; 8 6 7; 9 7 8; 10 8 9;
11 9 10; 12 10 11; 13 11 12; 14 12 13; 15 13 14; 16 14 15; 17 4 17; 18 5 18;
19 6 19; 20 7 20; 21 9 22; 22 10 23; 23 11 24; 24 13 26; 25 14 27; 26 29 36;
27 30 37; 28 31 38; 29 32 39; 30 39 44; 31 33 42; 32 25 40; 33 34 43; 35 44 47;
36 40 45; 37 43 46; 38 16 17; 39 17 29; 40 29 18; 41 18 30; 42 30 19; 43 19 20;
44 20 31; 45 31 21; 46 21 32; 47 32 22; 48 22 23; 49 23 33; 50 33 24; 51 24 25;
52 25 26; 53 26 34; 54 34 27; 55 27 28; 60 44 42; 61 42 40; 62 40 43; 63 43 41;
64 48 54; 65 49 55; 66 50 56; 67 51 57; 68 52 64; 69 53 65; 70 60 66; 71 62 67;
73 64 58; 74 65 59; 75 64 66; 78 67 65; 79 66 67; 80 35 48; 81 48 49; 82 49 36;
83 36 50; 84 50 51; 85 51 52; 86 52 37; 87 37 60; 88 60 62; 89 62 38; 90 38 53;
91 53 39; 92 36 68;
DEFINE MATERIAL START
ISOTROPIC STEEL
E 4.176e+06
POISSON 0.3
DENSITY 0.489024
ALPHA 6e-06
DAMP 0.03
TYPE STEEL
STRENGTH FY 5184 FU 8352 RY 1.5 RT 1.2
ISOTROPIC NO_WEIGHT_STEEL
E 4.176e+06
POISSON 0.3
DENSITY 1e-06
ALPHA 6e-06
DAMP 0.03
TYPE STEEL
STRENGTH FY 5184 FU 8352 RY 1.5 RT 1.2
ISOTROPIC NO_WEIGHT_CONC
E 453600
POISSON 0.17
DENSITY 1e-06
DAMP 0.05
G 193846
ALPHA 5e-06
TYPE CONCRETE
STRENGTH FCU 576
END DEFINE MATERIAL
MEMBER PROPERTY AMERICAN
10 TO 13 29 30 35 70 71 75 78 TO 91 TABLE ST C10X15
5 TO 9 68 69 73 74 TABLE ST C10X20
14 TO 25 52 TO 55 60 TO 63 65 67 92 TABLE ST C8X11
26 TO 28 31 33 37 TABLE ST C6X8
64 66 TABLE ST S5X10
32 36 TABLE ST W8X24
1 TO 4 TABLE ST W10X22
38 TO 51 TABLE ST W16X45
CONSTANTS
MATERIAL STEEL ALL
SUPPORTS
1 TO 3 15 16 25 28 35 41 45 TO 47 54 TO 59 68 PINNED
MEMBER RELEASE
10 14 17 TO 29 31 TO 33 37 52 60 62 64 TO 71 75 92 START MP 0.99999
2 4 9 13 17 TO 28 31 33 51 61 70 71 78 91 END MP 0.99999
*********************************************************************************
*                                                                               *
*                          PRIMARY LOAD CASES                                   *
*                                                                               *
*********************************************************************************
LOAD 1 LOADTYPE Dead  TITLE DEAD
SELFWEIGHT Y -1 
*1/4" Floor Plate = 10.5 psf
MEMBER LOAD
5 TO 16 UNI GY -0.013
4 17 UNI GY -0.025
2 18 TO 23 UNI GY -0.026
24 UNI GY -0.025
25 UNI GY -0.024
26 TO 28 UNI GY -0.037
29 30 UNI GY -0.04
31 UNI GY -0.044
32 UNI GY -0.04
33 UNI GY -0.036
65 92 UNI GY -0.011
36 UNI GY -0.018
37 UNI GY -0.036
*Stairs = 12 psf
MEMBER LOAD
68 TO 71 75 78 79 UNI GY -0.018
20 UNI GY -0.3975 10.1976 12.281
20 UNI GY -0.064 9.781 12.281
LOAD 2 LOADTYPE Dead  TITLE COLLATERAL DEAD
LOAD 5 LOADTYPE Live  TITLE FLOOR LIVE
*Live Load - General Workspace 100 psf
MEMBER LOAD
5 TO 16 UNI GY -0.125
4 17 UNI GY -0.242
2 18 TO 23 UNI GY -0.25
24 UNI GY -0.233
25 UNI GY -0.231
26 TO 28 UNI GY -0.35
29 30 UNI GY -0.383
31 UNI GY -0.417
32 UNI GY -0.381
33 UNI GY -0.347
65 92 UNI GY -0.1
36 UNI GY -0.172
37 UNI GY -0.347
*Stairs = 100 psf
MEMBER LOAD
68 TO 71 75 78 79 UNI GY -0.15
*Cable chase 100 lb/ft
MEMBER LOAD
64 66 67 UNI GY -0.1
*********************************************************************************
*                                                                               *
*                    ASCE 7-10 ASD LOAD COMBINATIONS                            *
*                                                                               *
*********************************************************************************
******************************************************
*                    GRAVITY                         *
******************************************************
LOAD 101 LOADTYPE None  TITLE D ONLY
REPEAT LOAD
1 1.0 2 1.0 
******************************************************
LOAD 102 LOADTYPE None  TITLE D + L
REPEAT LOAD
1 1.0 2 1.0 5 1.0 
*********************************************************************************
*                                                                               *
*                      ASCE 7-10 LRFD LOAD COMBINATIONS                         *
*                                                                               *
*********************************************************************************
******************************************************
*                     GRAVITY                        *
******************************************************
LOAD 501 LOADTYPE None  TITLE 1.4D
REPEAT LOAD
1 1.4 2 1.4 
******************************************************
LOAD 502 LOADTYPE None  TITLE 1.2D + 1.6L
REPEAT LOAD
1 1.2 2 1.2 5 1.6 
*********************************************************************************
*                                                                               *
*                       END OF LOAD COMBINATIONS                                *
*                                                                               *
*********************************************************************************
PDELTA ANALYSIS SMALLDELTA
PARAMETER 1
CODE AISC UNIFIED 2016
METHOD LRFD
FYLD 5184 ALL
LOAD LIST 501 502
CHECK CODE ALL
FINISH
