======================= S p a c e - F r a m e A n a l y s i s - P R O K O N =======================
Ver W5.0.12 -31 Jan 2023
TITLE :Timber Truss
Data file :
Created on: 06/11/2023
======================================= NODAL POINT COORDINATES ======================================
Node No X-coord Y-coord Z-coord Node No X-coord Y-coord Z-coord
m m m m m m
1 0.000 0.000 0.000 2 0.000 6.000 0.000
4 6.000 7.115 0.000 5 -6.000 7.115 0.000
============================================ ELEMENT DATA =============================================
Beam Secn. type Fixity Length ß Group no. Stage
m (°)
1-2 COL 00 6.000 0.00 0 0
2-4 RAF 00 6.103 0.00 0 0
2-5 RAF 00 6.103 0.00 0 0
=================================== BEAM SECTION PROPERTIES ==========================================
Section : COL Section designation: 305x165x54 I1
----------------
A Ay Ax Ixx Iyy J Material
m^2 m^2 m^2 m^4 m^4 m^4
6.820E-3 0.000 0.000 117E-6 10.6E-6 345E-9 Steel:300W
Section : RAF Section designation: 305x102x25 I1
----------------
A Ay Ax Ixx Iyy J Material
m^2 m^2 m^2 m^4 m^4 m^4
3.160E-3 0.000 0.000 44.5E-6 1.23E-6 49.9E-9 Steel:300W
============================================ MATERIALS ================================================
Designation E poisson Density Exp. coeff.
kPa kN/m^3
Steel:300W 200.0E6 0.30 77.00 11.70E-6
========================================== SUPPORT DATA ===============================================
Prescribed displacements
Node Fixity X Y Z X-Rot Y-Rot Z-Rot Orien node
m m m rad. rad. rad.
1 XY z 0.00 0.00 0.00 0.00 0.00 0.00 0
Spring constants
Node Fixity X Y Z X-Rot Y-Rot Z-Rot
kN/m kN/m kN/m kNm/rad kNm/rad kNm/rad
================================================= LOADS ===============================================
Load Case Description
DEAD
WL
Add own weight to load case : DEAD
========================================== LOAD CASE DEAD ============================================
*** POINT LOADS ***
Node Fx Fy Fz Mx My Mz Stage
kN kN kN kNm kNm kNm
8 0.00 0.00 0.00 0.00 0.00 0.00 0
9 0.00 0.00 0.00 0.00 0.00 0.00 0
10 0.00 0.00 0.00 0.00 0.00 0.00 0
11 0.00 0.00 0.00 0.00 0.00 0.00 0
12 0.00 0.00 0.00 0.00 0.00 0.00 0
*** BEAM ELEMENT LOADS ***
Element Dir P a Wl Wr a(left) Length dT Stage
kN m kN/m kN/m m m °C
2-5 L 0.00 0.00 -145E-3 -145E-3 0.00 6.10 0.00 1
2-4 L 0.00 0.00 -145E-3 -145E-3 0.00 6.10 0.00 1
========================================== LOAD CASE LIVE ============================================
*** POINT LOADS ***
Node Fx Fy Fz Mx My Mz Stage
kN kN kN kNm kNm kNm
9 0.00 0.00 0.00 0.00 0.00 0.00 0
10 0.00 0.00 0.00 0.00 0.00 0.00 0
11 0.00 0.00 0.00 0.00 0.00 0.00 0
12 0.00 0.00 0.00 0.00 0.00 0.00 0
*** BEAM ELEMENT LOADS ***
Element Dir P a Wl Wr a(left) Length dT Stage
kN m kN/m kN/m m m °C
2-5 L 0.00 0.00 -380E-3 -380E-3 0.00 6.10 0.00 1
2-4 L 0.00 0.00 -380E-3 -380E-3 0.00 6.10 0.00 1
========================================== LOAD CASE WL ============================================
*** BEAM ELEMENT LOADS ***
Element Dir P a Wl Wr a(left) Length dT Stage
kN m kN/m kN/m m m °C
2-5 L 0.00 0.00 4.00 4.00 0.00 6.10 0.00 1
2-4 L 0.00 0.00 4.00 4.00 0.00 6.10 0.00 1
============================================ LOAD COMBINATIONS =======================================
Load Comb Description
D+L
D+W
D+L+W
Comb. Load factor for each load case: Ultimate Limit State
D+L 1.00 1.60 0.00
D+W 1.20 0.00 0.00
D+L+W 1.20 1.60 0.00
Comb. Load factor for each load case: Serviceability Limit State
DEAD LIVE WL
D+L 1.00 1.10 0.00
D+W 1.00 0.00 0.00
D+L+W 1.00 1.10 0.00
========================================= OWN WEIGHT ACCELERATIONS ==================================
Direction Acceleration (g)
X 0.00
Y -1.00
Z 0.00
========================================= OUTPUT: LINEAR ANALYSIS ======================================
===================================== NODAL POINT DISPLACEMENTS at SLS =================================
Node Lcase X-disp. Y-disp. Z-disp. X-rot. Y-rot. Z-rot.
mm mm mm rad. rad. rad.
1 D+L 0.00 0.00 0.00 0.0000 0.0000 0.0000
D+W 0.00 0.00 0.00 0.0000 0.0000 0.0000
D+L+W 0.00 0.00 0.00 0.0000 0.0000 0.0000
2 D+L 0.00 -0.05 0.00 0.0000 0.0000 0.0000
D+W 0.00 -0.03 0.00 0.0000 0.0000 0.0000
D+L+W 0.00 -0.05 0.00 0.0000 0.0000 0.0000
4 D+L 2.85 -15.42 0.00 0.0000 0.0000 -0.0034
D+L+W 2.85 -15.42 0.00 0.0000 0.0000 -0.0034
5 D+L -2.85 -15.42 0.00 0.0000 0.0000 0.0034
D+W -1.37 -7.39 0.00 0.0000 0.0000 0.0016
D+L+W -2.85 -15.42 0.00 0.0000 0.0000 0.0034
======================================== REACTIONS AT ULS ======================================
(In rotated axes where applicable)
Node Lcase X-force Y-force Z-force X-moment Y-moment Z-moment
kN kN kN kNm kNm kNm
1 D+L 0.00 15.16 0.00 0.00 0.00 0.00
D+W 0.00 9.43 0.00 0.00 0.00 0.00
D+L+W 0.00 16.73 0.00 0.00 0.00 0.00
EQUILIBRIUM CHECK AT ULS:
LC APPLIED LOADS & MOMENTS about (0.0,0.0,0.0) in global axes
Sum of: Px Py Pz Mx My Mz
D+L 0.00 -15.16 0.00 0.00 0.00 0.00
D+W 0.00 -9.43 0.00 0.00 0.00 0.00
D+L+W 0.00 -16.73 0.00 0.00 0.00 0.00
LC REACTIONS & REACTION MOMENTS about (0.0,0.0,0.0) in global axes
Sum of: Rx Ry Rz MRx MRy MRz
D+L 0.00 15.16 0.00 0.00 0.00 0.00
D+W 0.00 9.43 0.00 0.00 0.00 0.00
D+L+W 0.00 16.73 0.00 0.00 0.00 0.00
============================= REACTIONS AT SLS (Combinations only) ==========================
Node Lcase X-force Y-force Z-force X-moment Y-moment Z-moment
kN kN kN kNm kNm kNm
1 D+L 0.00 12.88 0.00 0.00 0.00 0.00
D+W 0.00 7.86 0.00 0.00 0.00 0.00
D+L+W 0.00 12.88 0.00 0.00 0.00 0.00
====================== BEAM ELEMENT END FORCES IN LOCAL ELEMENT AXES at ULS ====================
Elem Lcase Axial Y-Shear X-Shear Torsion M-yy M-xx
kN kN kN kNm kNm kNm
1- D+L 15.16 0.00 0.00 0.00 0.00 0.00
2 -12.01 0.00 0.00 0.00 0.00 0.00
D+W 9.43 0.00 0.00 0.00 0.00 0.00
-5.65 0.00 0.00 0.00 0.00 0.00
D+L+W 16.73 0.00 0.00 0.00 0.00 0.00
-12.95 0.00 0.00 0.00 0.00 0.00
2- D+L 0.27 6.06 0.00 0.00 0.00 18.48
4 0.00 0.00 0.00 0.00 0.00 0.00
D+W 0.33 2.81 0.00 0.00 0.00 8.59
0.00 0.00 0.00 0.00 0.00 0.00
D+L+W 0.33 6.52 0.00 0.00 0.00 19.91
0.00 0.00 0.00 0.00 0.00 0.00
2- D+L 0.27 6.06 0.00 0.00 0.00 18.48
5 0.00 0.00 0.00 0.00 0.00 0.00
D+W 0.33 2.81 0.00 0.00 0.00 8.59
0.00 0.00 0.00 0.00 0.00 0.00
D+L+W 0.33 6.52 0.00 0.00 0.00 19.91
0.00 0.00 0.00 0.00 0.00 0.00
=========================================== STATISTICAL DATA ===========================================
Section Designation Total Mass
(kN) (kg)
COL 305x165x54 I1 3.151 321.2
RAF 305x102x25 I1 2.970 302.7
---------------------
6.121 623.9
Total weight of structure = 6.12 kN
No. of real numbers in Stiffness matrix = 0 (0 bytes)
Time used to analyse = 0: 0:0.000 seconds
Total number of : Nodes =4
Beam Elements =3
Cable Elements =0
Shell Elements =0
Supports =1
Section Properties = 2
Load Cases =3
Load Combinations = 3
============================================ END OF OUTPUT ============================================
