I only need the Input Data Files The codes As soon as possible Please use to sup
ID: 1713121 • Letter: I
Question
I only need the Input Data Files The codes As soon as possible Please use to support reactions, member members of the first bay (front view) of the fixed portal-frame provided in Fig 1. The frame will be constructed of steel following the material schedule provided in Table 1. The frame will have three bays (spaced at 15 ft O.C.) as shown in Fig 2, with one-way slabs supported by five evenly spaced beams, shown in Fig 3. The slab will be 6 in. thick, with a density of 150 pctf. STAAD determine the joint displacements, and forces, toP tne Beam 5 Fig 1. Front view of building frame. Gder 1 Fig 3. Plan view of building frame Table 1. Materials schedule Member Material Preliminary Length Columns Steel Girders Steel Beams Section W10x30 W12x53 (ft) 12 20 10 Steel Fig 2. Side view of building frame. Idealize the structure first as a 2D frame with point loads. Then analyze the structure as a 3D frame with uniform member loads. Please provide the output files along with comments and observations for reviewExplanation / Answer
STAAD SPACE
START JOB INFORMATION
ENGINEER DATE 31-Oct-17
END JOB INFORMATION
INPUT WIDTH 79
UNIT FEET KIP
JOINT COORDINATES
1 0 0 0; 2 10 0 0; 3 20 0 0; 4 30 0 0; 5 40 0 0; 6 0 12 0; 7 10 12 0;
8 20 12 0; 9 30 12 0; 10 40 12 0; 11 0 24 0; 12 10 24 0; 13 20 24 0;
14 30 24 0; 15 40 24 0; 16 0 0 15; 17 10 0 15; 18 20 0 15; 19 30 0 15;
20 40 0 15; 21 0 12 15; 22 10 12 15; 23 20 12 15; 24 30 12 15;
25 40 12 15; 26 0 24 15; 27 10 24 15; 28 20 24 15; 29 30 24 15;
30 40 24 15; 31 0 0 30; 32 10 0 30; 33 20 0 30; 34 30 0 30; 35 40 0 30;
36 0 12 30; 37 10 12 30; 38 20 12 30; 39 30 12 30; 40 40 12 30;
41 0 24 30; 42 10 24 30; 43 20 24 30; 44 30 24 30; 45 40 24 30;
MEMBER INCIDENCES
1 6 7; 2 7 8; 3 8 9; 4 9 10; 5 11 12; 6 12 13; 7 13 14; 8 14 15; 9 1 6;
10 2 7; 11 3 8; 12 4 9; 13 5 10; 14 6 11; 15 7 12; 16 8 13; 17 9 14;
18 10 15; 19 21 22; 20 22 23; 21 23 24; 22 24 25; 23 26 27; 24 27 28;
25 28 29; 26 29 30; 27 16 21; 28 17 22; 29 18 23; 30 19 24; 31 20 25;
32 21 26; 33 22 27; 34 23 28; 35 24 29; 36 25 30; 37 36 37; 38 37 38;
39 38 39; 40 39 40; 41 41 42; 42 42 43; 43 43 44; 44 44 45; 45 31 36;
46 32 37; 47 33 38; 48 34 39; 49 35 40; 50 36 41; 51 37 42; 52 38 43;
53 39 44; 54 40 45; 55 6 21; 56 7 22; 57 8 23; 58 9 24; 59 10 25;
60 11 26; 61 12 27; 62 13 28; 63 14 29; 64 15 30; 65 21 36; 66 22 37;
67 23 38; 68 24 39; 69 25 40; 70 26 41; 71 27 42; 72 28 43; 73 29 44;
74 30 45;
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 5184 FU 8352 RY 1.5 RT 1.2
END DEFINE MATERIAL
MEMBER PROPERTY AMERICAN
9 TO 18 27 TO 36 45 TO 54 TABLE ST W10X30
56 TO 58 61 TO 63 66 TO 68 71 TO 73 TABLE ST W12X35
1 TO 8 19 TO 26 37 TO 44 55 59 60 64 65 69 70 74 TABLE ST W12X53
CONSTANTS
MATERIAL STEEL ALL
SUPPORTS
1 TO 5 16 TO 20 31 TO 35 FIXED
LOAD 1 LOADTYPE None TITLE LOAD CASE 1
ONEWAY LOAD
YRANGE 0 30 ONE -0.075 XRANGE 0 50 ZRANGE 0 50 GY
PERFORM ANALYSIS PRINT ALL
FINISH