STAAD SPACE
START JOB INFORMATION
ENGINEER DATE 01-Aug-14
JOB NAME Sherman Municipal Park
JOB CLIENT Village of Sherman
JOB NO 14005.01
ENGINEER NAME RJN
END JOB INFORMATION
INPUT WIDTH 79
UNIT FEET KIP
SET FLOOR LOAD TOLERANCE 0.083
JOINT COORDINATES
1 0 0 0; 2 0 18.75 0; 3 0 20 0; 4 42.5 18.75 0; 5 42.5 26 0; 6 85 0 0;
7 85 18.75 0; 8 85 20 0; 9 13.3333 18.75 0; 10 24.3333 18.75 0;
11 33.8958 18.75 0; 12 51.104 18.75 0; 13 60.6667 18.75 0; 14 71.667 18.75 0;
16 13.3333 21.8823 0; 18 24.3333 23.4353 0; 20 33.8958 24.7853 0;
24 71.667 21.8823 0; 25 60.6667 23.4353 0; 26 51.104 24.7853 0;
27 21.1667 0 -25.7708; 28 21.1667 13.1458 -25.7708; 29 21.1667 14.396 -25.7708;
30 42.5 13.1458 -25.7708; 31 42.5 17.4167 -25.7708; 32 63.8333 0 -25.7708;
33 63.8333 13.1458 -25.7708; 34 63.8333 14.3958 -25.7708;
35 32.5 13.1458 -25.7708; 36 37.5 13.1458 -25.7708; 37 47.5 13.1458 -25.7708;
38 52.5 13.1458 -25.7708; 41 37.5 16.7087 -25.7708; 42 32.5 16.0007 -25.7708;
45 52.5 16.0007 -25.7708; 46 47.5 16.7087 -25.7708; 47 42.5 20.2778 -17.181;
48 42.5 23.1389 -8.59; 49 14.1111 16.2639 -17.181; 50 7.05557 18.1319 -8.59;
51 70.8889 16.2639 -17.1805; 52 77.9444 18.1319 -8.59027; 53 32.5 0 -25.7708;
54 52.5 0 -25.7708; 55 42.5 31.329 16; 56 42.5 27.9984 6;
57 24.333 26.4864 9.161; 58 60.6666 26.4864 9.161; 59 24.3331 25.4336 6;
60 60.6667 25.4336 6;
MEMBER INCIDENCES
1 1 2; 2 2 3; 3 2 9; 4 4 12; 6 5 26; 7 6 7; 8 7 8; 9 9 10; 10 10 11; 11 11 4;
12 12 13; 13 13 14; 14 14 7; 15 3 16; 16 9 16; 17 16 18; 18 10 18; 19 18 20;
20 11 20; 21 20 5; 22 4 5; 23 12 26; 24 13 25; 25 14 24; 26 24 8; 27 25 24;
28 26 25; 29 9 18; 30 18 11; 31 11 5; 32 5 12; 33 12 25; 34 25 14; 35 27 28;
36 28 29; 37 28 35; 38 30 37; 39 29 42; 40 31 46; 41 32 33; 42 33 34; 43 30 31;
44 35 36; 45 36 30; 46 37 38; 47 38 33; 48 35 42; 49 36 41; 50 41 31; 51 42 41;
52 37 46; 53 38 45; 54 45 34; 55 46 45; 56 31 47; 57 29 49; 58 34 51; 59 47 48;
60 48 5; 61 49 50; 62 50 3; 63 51 52; 64 52 8; 65 49 47; 66 47 51; 67 50 48;
68 48 52; 69 53 35; 70 54 38; 71 5 56; 72 3 57; 73 55 58; 74 56 55; 75 57 55;
76 58 8; 78 25 60; 79 18 59; 80 59 57; 81 60 58; 82 59 56; 83 56 60; 84 55 4;
85 4 47; 86 45 37; 87 37 31; 88 31 36; 89 36 42;
START GROUP DEFINITION
FLOOR
_ROOF1 39 50 51 56 57 65
_ROOF2 59 61 65 67
_ROOF3 15 17 19 21 60 62 67
_ROOF4 15 17 72 79 80
_ROOF5 19 21 71 79 82
_ROOF6 74 75 80 82
_ROOF7 40 54 TO 56 58 66
_R00F8 59 63 66 68
_ROOF9 6 26 TO 28 60 64 68
_ROOF10 26 27 76 78 81
_ROOF11 6 28 71 78 83
_ROOF12 73 74 81 83
END GROUP DEFINITION
DEFINE MATERIAL START
ISOTROPIC STEEL
E 4.176e+006
POISSON 0.3
DENSITY 0.489024
ALPHA 6e-006
DAMP 0.03
TYPE STEEL
STRENGTH FY 6624 FU 8352 RY 1.5 RT 1.2
G 1.60615e+006
END DEFINE MATERIAL
MEMBER PROPERTY AMERICAN
56 TO 68 71 TO 76 78 TO 83 TABLE ST HSST12X6X0.25
1 TO 4 6 TO 15 17 19 21 26 TO 28 35 TO 42 44 TO 47 50 51 54 55 69 -
70 TABLE ST HSST8X8X0.25
84 85 TABLE ST HSST8X6X0.25
16 18 20 22 TO 25 29 TO 34 43 48 49 52 53 86 TO 89 TABLE ST HSST6X6X0.25
CONSTANTS
MATERIAL STEEL ALL
SUPPORTS
1 6 27 32 53 54 FIXED
LOAD 1 LOADTYPE Dead  TITLE DL
SELFWEIGHT Y -1 
FLOOR LOAD
_ROOF1 FLOAD -0.005 GY INCLINED
_ROOF2 FLOAD -0.005 GY INCLINED
_ROOF3 FLOAD -0.005 GY INCLINED
_ROOF4 FLOAD -0.005 GY INCLINED
_ROOF5 FLOAD -0.005 GY INCLINED
_ROOF6 FLOAD -0.005 GY INCLINED
_ROOF7 FLOAD -0.005 GY INCLINED
_R00F8 FLOAD -0.005 GY INCLINED
_ROOF9 FLOAD -0.005 GY INCLINED
_ROOF10 FLOAD -0.005 GY INCLINED
_ROOF11 FLOAD -0.005 GY INCLINED
_ROOF12 FLOAD -0.005 GY INCLINED
LOAD 2 LOADTYPE Live  TITLE LL
FLOOR LOAD
_ROOF1 FLOAD -0.02 GY INCLINED
PERFORM ANALYSIS
PARAMETER 1
CODE AISC
FYLD 6624 ALL
CHECK CODE ALL
FINISH
