V. CSA 086 2001 - Glulam in Bending
Reference
Example 2, page 59, Canadian Wood Design Manual, 2001
Given
Length = 7,500 mm, Beam Spacing = 5,000 mm, Standard load condition, Dry service condition, Untreated
Comparison
Criteria | Reference | STAAD.Pro | Difference |
---|---|---|---|
Design Strength in Bending (kN·m) | 208 | 208.323 | none |
Design Strength in Shear (kN) | 101 | 100.776 | 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 Bending.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 7.5 0 0
MEMBER INCIDENCES
1 1 2
UNIT INCHES KIP
DEFINE MATERIAL START
ISOTROPIC GLT_SPRUCE-PINE-12C-E
E 9.7
POISSON 0.15
DENSITY 1.44676E-005
ALPHA 5.5E-006
ISOTROPIC GLT_D.FIR-L-20F-E
E 12.4
POISSON 0.15
DENSITY 1.44676E-005
ALPHA 5.5E-006
ISOTROPIC CONCRETE
E 3150
POISSON 0.17
DENSITY 8.68E-005
ALPHA 5.5E-006
DAMP 0.05
END DEFINE MATERIAL
UNIT FEET POUND
MEMBER PROPERTY TIMBER CANADIAN
1 PRIS YD 2.11942 ZD 0.426508
UNIT INCHES KIP
CONSTANTS
MATERIAL GLT_D.FIR-L-20F-E MEMB 1
SUPPORTS
1 2 PINNED
UNIT METER KN
LOAD 1 LOADTYPE NONE TITLE LOAD CASE 1
MEMBER LOAD
1 UNI GY -27.1
PERFORM ANALYSIS
PARAMETER
CODE TIMBER CANADIAN
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
=======================================================================
1 130.00X646.00 CANADIAN GLULAM GRADE:GLT_D.FIR-L-20F-E
FAIL CL.5.5.5/6.5. 1.008 1
0.00 T 0.00 0.00 7.5000
|--------------------------------------------------------------------------|
| LEZ = 7500.000 LEY = 7500.000 LUZ = 7500.000 LUY = 7500.000mm |
| |
| 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 = 0.000 |
| Muy = 0.000 |
| Muz = 0.000 |
| V = -101.625 |
| SLENDERNESS_Y = 16.932 |
| SLENDERNESS_Z = 1.529 |
| ALLOWABLE CAPACITIES OF THE SECTION: (KN-m) |
| PY = 0.000 |
| PZ = 0.000 |
| T = 0.000 |
| MY = 41.923 |
| MZ = 208.323 |
| V = 100.776 |
| SLENDERNESS = 50.000 |
|--------------------------------------------------------------------------|