STAAD SPACE INPUT FILE: J1 .STD
START JOB INFORMATION
ENGINEER DATE 11-JUNE-14
JOB NAME F-3257
JOB CLIENT DHALUMAL
JOB NO F-3257
JOB REV 0
JOB PART BLDG. 01
JOB REF MEZZ JOIST- J1
END JOB INFORMATION
INPUT WIDTH 79
*
UNIT METER KG
JOINT COORDINATES
1 0 5 0; 2 12 5 0; 3 0 0 0; 4 12 0 0; 5 0 5 7; 6 12 5 7; 7 0 0 7; 8 12 0 7;
9 0 5 1.5; 10 12 5 1.5; 11 0 5 3; 12 12 5 3; 13 0 5 4.5; 14 12 5 4.5; 15 0 5 6;
16 12 5 6; 17 6 5 0; 18 6 5 1.5; 19 6 5 3; 20 6 5 4.5; 21 6 5 6; 22 6 5 7;
MEMBER INCIDENCES
2 1 17; 3 3 1; 4 4 2; 5 5 22; 6 7 5; 7 8 6; 8 1 9; 9 2 10; 10 9 11; 11 10 12;
12 9 18; 13 11 13; 14 12 14; 15 11 19; 16 13 15; 17 14 16; 18 13 20; 19 15 5;
20 16 6; 21 15 21; 22 17 2; 23 18 10; 24 17 18; 25 19 12; 26 18 19; 27 20 14;
28 19 20; 29 21 16; 30 20 21; 31 22 6; 32 21 22;
**
UNIT METER KN
DEFINE MATERIAL START
ISOTROPIC STEEL
E 2.05e+008
POISSON 0.3
DENSITY 76.8195
ALPHA 1.2e-005
DAMP 0.03
G 7.88462e+007
TYPE STEEL
STRENGTH FY 253200 FU 407800 RY 1.5 RT 1.2
ISOTROPIC STAINLESSSTEEL
E 1.9793e+008
POISSON 0.3
DENSITY 76.8195
ALPHA 1.8e-005
DAMP 0.03
END DEFINE MATERIAL
CONSTANTS
MATERIAL STEEL ALL
*
UNIT METER KG
MEMBER PROPERTY BRITISH
15 18 25 27 TABLE ST UB533X210X82
2 5 8 TO 11 13 14 16 17 19 20 22 24 26 28 30 TO 32 TABLE ST UC305X305X118
3 4 6 7 TABLE ST UC356X368X153
12 21 23 29 TABLE ST UC305X305X118
*
******************************************DEAD LOADS
SUPPORTS
3 4 7 8 PINNED
SLAVE YZ MASTER 11 JOINT 1 3 5 7 9 11 13 15
DEFINE WIND LOAD
TYPE 1 WIND 1
<! STAAD PRO GENERATED DATA DO NOT MODIFY !!!
ASCE-7-2010:PARAMS 100.000 MPH 0 1 1 0 0.000 FT 0.000 FT 0.000 FT 1 -
1 40.000 FT 30.000 FT 25.000 FT 2.000 0.010 0 -
0 0 0 0 0.761 1.000 1.000 0.850 0 -
0 0 0 0.866 0.800 -0.550
!> END GENERATED DATA BLOCK
INT 86.7366 86.7366 88.2196 89.5867 90.8574 92.0467 93.166 94.2245 95.2295 -
 96.1871 97.1024 97.9795 98.8221 99.6333 100.416 72.5503 HEIG  0  4.572 -
 5.15815  5.74431  6.33046  6.91662  7.50277  8.08892  8.67508  9.26123 -
 9.84739  10.4335  11.0197  11.6059  12.192  12.192
EXP 1 JOINT 1 TO 22
DEFINE REFERENCE LOADS
LOAD R1 LOADTYPE Wind  TITLE REF LOAD CASE 1
SELFWEIGHT Y -1 
END DEFINE REFERENCE LOADS
UNIT METER KN
LOAD 1 DEAD LOAD
SELFWEIGHT Y -1 
**DL*TRIB= 3.5 * 1.6 = 5.60 KN/M
UNIT METER KG
MEMBER LOAD
2 5 12 15 18 21 TO 23 25 27 29 31 UNI GY -641
******************************************LIVE LOADS
UNIT METER KN
LOAD 2 LIVE LOAD
**LL*TRIB= 5.0 * 1.6 = 8.0 KN/M
UNIT METER KG
MEMBER LOAD
2 5 12 15 18 21 TO 23 25 27 29 31 UNI GY -750
******************************************COLL LOADS
UNIT METER KN
LOAD 3 COLL LOAD
**CL*TRIB= 0.10 * 1.6 = 0.16 KN/M
UNIT METER KG
MEMBER LOAD
2 5 12 15 18 21 TO 23 25 27 29 31 UNI GY -60
LOAD 6 LOADTYPE Wind  TITLE WL +
WIND LOAD X 1.3 TYPE 1
LOAD COMB 4 DL+LL
1 1.0 2 1.0 
LOAD COMB 5 COMBINATION LOAD CASE 5
1 1.0 3 1.0 6 1.0 
UNIT METER KN
LOAD COMB 100 DL+LL+CL
1 1.0 2 1.0 3 1.0 
*
********************************************ANALYSIS & DESIGN
PERFORM ANALYSIS
LOAD LIST 100
PARAMETER 1
CODE AISC
CB 0 MEMB 2 5 12 15 18 21 TO 23 25 27 29 31
BEAM 1 MEMB 2 5 12 15 18 21 TO 23 25 27 29 31
FYLD 345000 ALL
UNT 1 MEMB 2 5 12 15 18 21 TO 23 25 27 29 31
UNB 12 MEMB 2 5 12 15 18 21 TO 23 25 27 29 31
LY 12 MEMB 2 5 12 15 18 21 TO 23 25 27 29 31
LZ 12 MEMB 2 5 12 15 18 21 TO 23 25 27 29 31
*
UNIT METER KG
STEEL MEMBER TAKE OFF ALL
PARAMETER 2
CODE AISC
CHECK CODE ALL
LOAD LIST ALL
FINISH
