V. CSA 086 2001 - Glulam in Tension
Reference
Example 3, page 158, Canadian Wood Design Manual, 2001
Given
Dry service condition, Untreated
Comparison
Criteria | Reference | STAAD.Pro | Difference |
---|---|---|---|
Design Strength in Tension (kN) | 257 | 256.636 | none |
STAAD Input
The file C:\Users\Public\Public Documents\STAAD.Pro 2024\Samples \Verification Models\11 Timber Design\Canada\CSA 086 2001 - Glulam in Tension.STD is typically installed with the program.
STAAD PLANE
START JOB INFORMATION
ENGINEER DATE 10-JUN-05
END JOB INFORMATION
INPUT WIDTH 79
UNIT METER KN
JOINT COORDINATES
1 0 0 0; 2 0 9 0;
MEMBER INCIDENCES
1 1 2;
UNIT INCHES KIP
DEFINE MATERIAL START
ISOTROPIC GLT_SPRUCE-PINE-14T-E
E 10.7
POISSON 0.15
DENSITY 1.44676e-05
ALPHA 5.5e-06
ISOTROPIC CONCRETE
E 3150
POISSON 0.17
DENSITY 8.68e-05
ALPHA 5.5e-06
DAMP 0.05
END DEFINE MATERIAL
UNIT FEET POUND
MEMBER PROPERTY TIMBER CANADIAN
1 PRIS YD 0.872702 ZD 0.262467
UNIT INCHES KIP
CONSTANTS
MATERIAL GLT_SPRUCE-PINE-14T-E ALL
SUPPORTS
1 PINNED
UNIT METER KN
LOAD 1 LOADTYPE NONE TITLE LOAD CASE 1
JOINT LOAD
2 FY 250
PERFORM ANALYSIS PRINT STATICS CHECK
PARAMETER 1
CODE TIMBER CANADIAN
KY 0.5 ALL
KZ 0.5 ALL
CHECK CODE ALL
FINISH
STAAD Output
STAAD.Pro CODE CHECKING - (S086) v1.0
***********************
ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)
MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/
FX MY MZ LOCATION
=======================================================================
1 80.00X266.00 CANADIAN GLULAM GRADE:GLT_SPRUCE-PINE-14T-E
PASS CL.5.5.10/6.5 0.974 1
250.00 T 0.00 0.00 0.0000
|--------------------------------------------------------------------------|
| LEZ = 4500.000 LEY = 4500.000 LUZ = 9000.000 LUY = 9000.000mm |
| |
| KD = 1.000 KH = 1.000 KT = 1.000 KSB = 1.000 KSV = 1.000 |
| KSC = 1.000 K_SCP = 1.000 KSE = 1.000 KST = 1.000 KZB = 1.000 |
| KZV = 1.000 KZT = 1.000 KZCP = 1.000 K_ZC = 1.000 CHIX = 1.000 |
| CV = 1.000 KN = 1.000 |
| |
| ACTUAL LOADS : (KN-m) |
| Pu = 0.000 |
| Tu = -250.000 |
| Muy = 0.000 |
| Muz = 0.000 |
| V = 0.000 |
| ALLOWABLE CAPACITIES OF THE SECTION: (KN-m) |
| PY = 0.000 |
| PZ = 0.000 |
| T = 256.636 |
| MY = 0.000 |
| MZ = 0.000 |
| V = 0.000 |
|--------------------------------------------------------------------------|