**WARNING- Deflection check of member # 1 will not be performed as service envelope not provided. Please refer Technical Reference 2.3.4.

STAAD SPACE
START JOB INFORMATION
ENGINEER DATE 12/23/2017
JOB NAME STG IPBD
JOB NO C-2348
JOB REV 00
JOB PART TYPE-A
ENGINEER NAME DINESH
CHECKER NAME DINESH
CHECKER DATE 12/23/2017
END JOB INFORMATION
INPUT WIDTH 79
UNIT METER KG
JOINT COORDINATES
2 0 1.39 0; 4 6.40001 1.39 0; 5 0 1.29 0; 6 6.40001 1.29 0;
MEMBER INCIDENCES
1 2 5; 2 2 4; 3 4 6;
DEFINE MATERIAL START
ISOTROPIC STEEL
E 2.03889e+010
POISSON 0.3
DENSITY 7833.37
ALPHA 6e-006
DAMP 0.03
TYPE STEEL
STRENGTH FY 2.53104e+007 FU 4.07779e+007 RY 1.5 RT 1.2
END DEFINE MATERIAL
MEMBER PROPERTY INDIAN
1 TO 3 TABLE D ISMC150 SP 0.05
CONSTANTS
MATERIAL STEEL ALL
SUPPORTS
5 6 FIXED
DEFINE IBC 2012
SS 0.57373 S1 0.18733 I 1.5 RX 3 RZ 4 SCLASS 4 TL 12
MEMBER WEIGHT
2 CON 356 2.1
2 CON 356 3.2
2 CON 356 4.3
***********************************************************************
LOAD 1 LOADTYPE Seismic TITLE EQ X
IBC LOAD X 1
PERFORM ANALYSIS
CHANGE
*************************************
LOAD 2 LOADTYPE Seismic TITLE EQ-X
IBC LOAD X -1
PERFORM ANALYSIS
CHANGE
****************************************
LOAD 3 LOADTYPE Seismic TITLE EQZ
IBC LOAD Z 1
PERFORM ANALYSIS
CHANGE
*****************************************
LOAD 4 LOADTYPE Seismic TITLE EQ-Z
IBC LOAD Z -1
PERFORM ANALYSIS
CHANGE
***************************************
LOAD 5 LOADTYPE Dead TITLE DL
SELFWEIGHT Y -1
MEMBER LOAD
2 CON GY -356 2.1
2 CON GY -356 3.2
2 CON GY -356 4.3
**************************************
LOAD 6 LOADTYPE Live REDUCIBLE TITLE LL
MEMBER LOAD
2 CON GY -100 3.2
****************************************
LOAD 7 LOADTYPE None TITLE SCF
MEMBER LOAD
2 CON GX 149 3.2
*****************************************
**-----FACTORED LOAD COMBINATIONS (SEC. 203.3.1)---------
***
LOAD COMB 101 1.4DL
5 1.4
LOAD COMB 102 1.2DL+1.6LL
5 1.2 6 1.6
LOAD COMB 103 1.2DL+1.0LL
5 1.2 6 1.0
LOAD COMB 104 1.2DL+1.0LL
5 1.2 6 1.0
LOAD COMB 105 1.2DL+1.0EQX+1.0LL
5 1.2 1 1.0 6 1.0
LOAD COMB 106 1.2DL+1.0EQ-X+1.0LL
5 1.2 2 1.0 6 1.0
LOAD COMB 107 1.2DL+1.0EQZ+1.0LL
5 1.2 3 1.0 6 1.0
LOAD COMB 108 1.2DL+1.0EQ-Z+1.0LL
5 1.2 4 1.0 6 1.0
LOAD COMB 109 0.9DL+1.0EQ+X
5 0.9 1 1.0
LOAD COMB 110 0.9DL+1.0EQ-X
5 0.9 2 1.0
LOAD COMB 111 0.9DL+1.0EQ+Z
5 0.9 3 1.0
LOAD COMB 112 0.9DL+1.0EQ-Z
5 0.9 4 1.0
***
**-----SERVICE LOAD COMBINATIONS (SEC. 203.4.2)---------
***
LOAD COMB 201 1.0DL
5 1.0
LOAD COMB 202 1.0DL+1.0LL
5 1.0 6 1.0
LOAD COMB 203 1.0DL+0.7EQX+1.0LL
5 1.0 1 0.7 6 1.0
LOAD COMB 204 1.0DL+0.7EQ-X+1.0LL
5 1.0 2 0.7 6 1.0
LOAD COMB 205 1.0DL+0.7EQZ+1.0LL
5 1.0 3 0.7 6 1.0
LOAD COMB 206 1.0DL+0.7EQ-Z+1.0LL
5 1.0 4 0.7 6 1.0
LOAD COMB 207 1.0DL+0.75LL+0.75(0.75EQX)
5 1.0 6 0.75 1 0.75
LOAD COMB 208 1.0DL+0.75LL+0.75(0.75EQ-X)
5 1.0 6 0.75 2 0.75
LOAD COMB 209 1.0DL+0.75LL+0.75(0.75EQZ)
5 1.0 6 0.75 3 0.75
LOAD COMB 210 1.0DL+0.75LL+0.75(0.75EQ-Z)
5 1.0 6 0.75 4 0.75
LOAD COMB 211 0.6DL+0.7EQX
5 0.6 1 0.7
LOAD COMB 212 0.6DL+0.7EQ-X
5 0.6 2 0.7
LOAD COMB 213 0.6DL+0.7EQZ
5 0.6 3 0.7
LOAD COMB 214 0.6DL+0.7EQ-Z
5 0.6 4 0.7
**
PERFORM ANALYSIS
*
DEFINE ENVELOPE
201 TO 214 ENVELOPE 301 TYPE SERVICEABILITY
END DEFINE ENVELOPE
****************************************
*
PARAMETER 1
CODE AISC UNIFIED 2010
TRACK 2 ALL
FYLD 2.53104e+007 ALL
BEAM 1 ALL
DJ1 4 MEMB 2
DJ2 2 MEMB 2
DFF 240 ALL
CHECK CODE ALL
FINISH