STAAD SPACE
START JOB INFORMATION
ENGINEER DATE 5/4/2024 12:00:00 AM
END JOB INFORMATION
SET Y UP
INPUT WIDTH 79
*UNIT (NODE)
UNIT FEET KIP
JOINT COORDINATES
1 0 0 0; 2 1.9685 0 0; 3 3.937 0 0; 4 5.9055 0 0; 5 7.874 0 0; 6 9.8425 0 0;
7 11.811 0 0; 8 13.7795 0 0; 9 15.748 0 0; 10 17.7165 0 0; 11 19.685 0 0;
12 0 0 1.9685; 13 1.9685 0 1.9685; 14 3.937 0 1.9685; 15 5.9055 0 1.9685;
16 7.874 0 1.9685; 17 9.8425 0 1.9685; 18 11.811 0 1.9685; 19 13.7795 0 1.9685;
20 15.748 0 1.9685; 21 17.7165 0 1.9685; 22 19.685 0 1.9685; 23 0 0 3.937;
24 1.9685 0 3.937; 25 3.937 0 3.937; 26 5.9055 0 3.937; 27 7.874 0 3.937;
28 9.8425 0 3.937; 29 11.811 0 3.937; 30 13.7795 0 3.937; 31 15.748 0 3.937;
32 17.7165 0 3.937; 33 19.685 0 3.937; 34 0 0 5.9055; 35 1.9685 0 5.9055;
36 3.937 0 5.9055; 37 5.9055 0 5.9055; 38 7.874 0 5.9055; 39 9.8425 0 5.9055;
40 11.811 0 5.9055; 41 13.7795 0 5.9055; 42 15.748 0 5.9055;
43 17.7165 0 5.9055; 44 19.685 0 5.9055; 45 0 0 7.874; 46 1.9685 0 7.874;
47 3.937 0 7.874; 48 5.9055 0 7.874; 49 7.874 0 7.874; 50 9.8425 0 7.874;
51 11.811 0 7.874; 52 13.7795 0 7.874; 53 15.748 0 7.874; 54 17.7165 0 7.874;
55 19.685 0 7.874; 56 0 0 9.8425; 57 1.9685 0 9.8425; 58 3.937 0 9.8425;
59 5.9055 0 9.8425; 60 7.874 0 9.8425; 61 9.8425 0 9.8425; 62 11.811 0 9.8425;
63 13.7795 0 9.8425; 64 15.748 0 9.8425; 65 17.7165 0 9.8425;
66 19.685 0 9.8425; 67 9.8425 7.875 4.921;
MEMBER INCIDENCES
1 1 2; 2 2 3; 3 3 4; 4 4 5; 5 5 6; 6 6 7; 7 7 8; 8 8 9; 9 9 10; 10 10 11;
11 12 13; 12 13 14; 13 14 15; 14 15 16; 15 16 17; 16 17 18; 17 18 19; 18 19 20;
19 20 21; 20 21 22; 21 23 24; 22 24 25; 23 25 26; 24 26 27; 25 27 28; 26 28 29;
27 29 30; 28 30 31; 29 31 32; 30 32 33; 31 34 35; 32 35 36; 33 36 37; 34 37 38;
35 38 39; 36 39 40; 37 40 41; 38 41 42; 39 42 43; 40 43 44; 41 45 46; 42 46 47;
43 47 48; 44 48 49; 45 49 50; 46 50 51; 47 51 52; 48 52 53; 49 53 54; 50 54 55;
51 56 57; 52 57 58; 53 58 59; 54 59 60; 55 60 61; 56 61 62; 57 62 63; 58 63 64;
59 64 65; 60 65 66; 61 1 12; 62 12 23; 63 23 34; 64 34 45; 65 45 56; 66 2 13;
67 13 24; 68 24 35; 69 35 46; 70 46 57; 71 3 14; 72 14 25; 73 25 36; 74 36 47;
75 47 58; 76 4 15; 77 15 26; 78 26 37; 79 37 48; 80 48 59; 81 5 16; 82 16 27;
83 27 38; 84 38 49; 85 49 60; 86 6 17; 87 17 28; 88 28 39; 89 39 50; 90 50 61;
91 7 18; 92 18 29; 93 29 40; 94 40 51; 95 51 62; 96 8 19; 97 19 30; 98 30 41;
99 41 52; 100 52 63; 101 9 20; 102 20 31; 103 31 42; 104 42 53; 105 53 64;
106 10 21; 107 21 32; 108 32 43; 109 43 54; 110 54 65; 111 11 22; 112 22 33;
113 33 44; 114 44 55; 115 55 66; 116 2 67; 117 10 67; 118 57 67; 119 65 67;
START USER TABLE
END
*UNIT (MATERIAL)
DEFINE MATERIAL START
ISOTROPIC STEEL
E 4.176e+06
POISSON 0.3
DENSITY 0.489024
ALPHA 6e-06
DAMP 0.03
END DEFINE MATERIAL
*UNIT (SECTION)
MEMBER PROPERTY AMERICAN
1 TO 119 TABLE ST W10X45
*UNIT (SUPPORT)
UNIT INCHES KIP
SUPPORTS
67 FIXED
MEMBER RELEASE
116 TO 119 START MY MZ
CONSTANTS
*BETA
*MATERIAL
MATERIAL STEEL ALL
*UNIT (LOADCASE)
*REFERENCE
*LOADCASE
UNIT FEET KIP
LOAD 1 LOADTYPE None  TITLE D
SELFWEIGHT Y -1 
LOAD 2 LOADTYPE None  TITLE L
MEMBER LOAD
1 TO 60 UNI GY -2.4
*COMBINATION
LOAD COMB 10 D+L
1 1.0 2 1.0 
*ANALYSIS
PERFORM ANALYSIS
DEFINE ENVELOPE
10 ENVELOPE 1 TYPE STRENGTH
END DEFINE ENVELOPE
*PARAMETER
PARAMETER 1
CODE AISC UNIFIED 2016
METHOD ASD
LZ 15.75 MEMB 2 TO 9 52 TO 59
LZ 9.8 MEMB 66 TO 70 106 TO 110
FYLD 7200 MEMB 1 TO 115
CHECK CODE ALL
FINISH
