i have side girt c channel in steel building and it is affected with dead load acting on it's weak axis as shown
i want to know the deflection in z direction due to dead load (staad only show deflection in y direction ) ,i add staad file
STAAD SPACE
START JOB INFORMATION
ENGINEER DATE 05-Mar-17
END JOB INFORMATION
INPUT WIDTH 79
UNIT METER KN
JOINT COORDINATES
11 -5 4.2 0; 12 1.5 4.2 0; 13 1.475 12.4 0; 14 -5 12.4 0;
MEMBER INCIDENCES
5 11 12; 6 13 14;
*START GROUP DEFINITION
*JOINT
*END GROUP DEFINITION
DEFINE MATERIAL START
ISOTROPIC STEEL
E 2.05e+008
POISSON 0.3
DENSITY 76.8195
ALPHA 1.2e-005
DAMP 0.03
TYPE STEEL
STRENGTH FY 253200 FU 407800 RY 1.5 RT 1.2
END DEFINE MATERIAL
MEMBER PROPERTY COLDFORMED AMERICAN
6 TABLE ST JWE8X102CS
MEMBER PROPERTY AMERICAN
5 TABLE ST C6X8
CONSTANTS
MATERIAL STEEL ALL
SUPPORTS
11 TO 14 PINNED
LOAD 1 LOADTYPE Dead TITLE DL
SELFWEIGHT Y -1
MEMBER LOAD
*for vertical studs
*for purlins
6 UNI Y -0.14
*for horizontal studs in walls
*for horizontal studs with span 3.5m in walls
5 UNI GZ 0.22
LOAD 2 LOADTYPE Live TITLE LL
MEMBER LOAD
6 UNI Y -1.17
LOAD 3 LOADTYPE Wind TITLE WLZ
MEMBER LOAD
5 UNI Y -0.92
6 UNI Y 1.68
LOAD COMB 4 COMBINATION LOAD CASE 4
1 1.0 2 1.0
LOAD COMB 5 0.6DL+LL
1 0.6 2 1.0
LOAD COMB 6 0.6D+WL
1 0.6 3 1.0
PERFORM ANALYSIS
*spacing for 1 meters
PARAMETER 1
CODE AISI
BEAM 1 MEMB 5
FLX 1 ALL
LT 0.3 ALL
LY 1.9 MEMB 5
LY 3.25 MEMB 6
CHECK CODE MEMB 6
PERFORM ANALYSIS
*spacing for 2 meters
PARAMETER 2
CODE AISC UNIFIED 2005
METHOD ASD
FYLD 248213 MEMB 5
CB 1 MEMB 5
DFF 0.027 MEMB 5
DJ2 14 MEMB 5
DJ1 13 MEMB 5
BEAM 1 MEMB 5
LZ 2.875 MEMB 5
LY 2.875 MEMB 5
UNT 0.3 MEMB 5
CHECK CODE MEMB 5
STEEL MEMBER TAKE OFF LIST 5
PERFORM ANALYSIS
FINISH