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Timber Design
Section 4
4-20
SAMPLE OUTPUT RESULTS
STAAD CODE CHECKING - (AITC)
***********************
ALL UNITS ARE - KIP FEET (UNLESS OTHERWISE NOTED)
MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/
FX MY MZ LOCATION
=======================================================================
2 PR 8.000X15.000 FAIL TCM:CL. 5-18 1.205 2
2.24 C 0.00 45.38 0.0000
|--------------------------------------------------------------------------|
| MEMB- 2 GLULAM GRADE:16F-V1-DF/WW LAM.=1.500 UNITS: POUND-INCH |
| LZ=240.00 LY=240.00 LUZ=240.00 LUY=240.00 JZ =0.370 JY =1.000 CDT=1.000 |
| CSF=1.00 WET=0.0 CCR=1.00 CTM=1.00 CFZ=0.98 CFY=1.00 CLZ=1.000 CLY=1.000 |
|ACTUAL STRESSES: fa= 18.67,fbz=1815.06,fby= 0.00,fvz= 49.37,fvy= 0.00 |
|ALLOW. STRESSES: FA= 366.67,FBZ=1579.49,FBY= 950.00,FVZ=140.00,FVY=130.00 |
|-
-------------------------------------------------------------------------|
3 PR 8.000X15.000 FAIL TCM:CL. 5-18 1.239 2
10.64 C 0.00 43.94 0.0000
|--------------------------------------------------------------------------|
| MEMB- 3 GLULAM GRADE:16F-V1-DF/WW LAM.=1.500 UNITS: POUND-INCH |
| LZ=180.00 LY=180.00 LUZ=180.00 LUY=180.00 JZ =0.074 JY =0.997 CDT=1.000 |
| CSF=1.00 WET=0.0 CCR=1.00 CTM=1.00 CFZ=0.98 CFY=1.00 CLZ=1.000 CLY=1.000 |
|ACTUAL STRESSES: fa= 88.68,fbz=1757.49,fby= 0.00,fvz= 36.61,fvy= 0.00 |
|ALLOW. STRESSES: FA= 652.22,FBZ=1600.00,FBY= 950.00,FVZ=140.00,FVY=130.00 |
|--------------------------------------------------------------------------|
STAAD MEMBER SELECTION - (A
**************************
ITC)
A
LL UNITS ARE - KIP FEET (UNLESS OTHERWISE NOTED)
MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/
FX MY MZ LOCATION
=
======================================================================
2 PR 8.000X18.000 PASS TCM:CL. 5-18 0.860 2
2.24 C 0.00 45.38 0.0000
|--------------------------------------------------------------------------|
| MEMB- 2 GLULAM GRADE:16F-V1-DF/WW LAM.=1.500 UNITS: POUND-INCH |
| LZ=240.00 LY=240.00 LUZ=240.00 LUY=240.00 JZ =0.173 JY =1.000 CDT=1.000 |
| CSF=1.00 WET=0.0 CCR=1.00 CTM=1.00 CFZ=0.96 CFY=1.00 CLZ=1.000 CLY=1.000 |
|ACTUAL STRESSES: fa= 15.56,fbz=1260.46,fby= 0.00,fvz= 41.14,fvy= 0.00 |
|ALLOW. STRESSES: FA= 366.67,FBZ=1545.08,FBY= 950.00,FVZ=140.00,FVY=130.00 |
|-
-------------------------------------------------------------------------|
3 PR 8.000X18.000 PASS TCM:CL. 5-18 0.876 2
10.64 C 0.00 43.94 0.0000
|--------------------------------------------------------------------------|
| MEMB- 3 GLULAM GRADE:16F-V1-DF/WW LAM.=1.500 UNITS: POUND-INCH |
| LZ=180.00 LY=180.00 LUZ=180.00 LUY=180.00 JZ =0.000 JY =0.997 CDT=1.000 |
| CSF=1.00 WET=0.0 CCR=1.00 CTM=1.00 CFZ=0.96 CFY=1.00 CLZ=1.000 CLY=1.000 |
|ACTUAL STRESSES: fa= 73.90,fbz=1220.48,fby= 0.00,fvz= 30.51,fvy= 0.00 |
|ALLOW. STRESSES: FA= 652.22,FBZ=1600.00,FBY= 950.00,FVZ=140.00,FVY=130.00 |
|--------------------------------------------------------------------------|
Figure 4.4