V. CSA 086 2001 - Glulam in Compression
STAAD Input
The file C:\Users\Public\Public Documents\STAAD.Pro CONNECT Edition\Samples\ Verification Models\11 Timber Design\Canada\CSA 086 2001 - Glulam in Compression.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-12C-E
E 9.7
POISSON 0.15
DENSITY 1.44676e-005
ALPHA 5.5e-006
END DEFINE MATERIAL
UNIT FEET POUND
MEMBER PROPERTY TIMBER CANADIAN
1 PRIS YD 0.748031 ZD 0.574147
UNIT INCHES KIP
CONSTANTS
MATERIAL GLT_SPRUCE-PINE-12C-E MEMB 1
SUPPORTS
1 PINNED
UNIT METER KN
LOAD 1 LOADTYPE None TITLE LOAD CASE 1
JOINT LOAD
2 FY -214
PERFORM ANALYSIS
PARAMETER
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 ======================================================================= 1 175.00X228.00 CANADIAN GLULAM GRADE:GLT_SPRUCE-PINE-12C-E PASS CL.5.5.10/6.5 0.728 1 214.00 C 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 = 214.000 | | Tu = 0.000 | | Muy = 0.000 | | Muz = 0.000 | | V = 0.000 | | SLENDERNESS_Y = 19.737 | | SLENDERNESS_Z = 25.714 | | ALLOWABLE CAPACITIES OF THE SECTION: (KN-m) | | PY = 413.943 | | PZ = 293.793 | | T = 0.000 | | MY = 0.000 | | MZ = 0.000 | | V = 0.000 | | SLENDERNESS = 50.000 | |--------------------------------------------------------------------------|