Job No Sheet No Rev
1
Part
Software licensed to .
Job Title Ref
By Date04-Mar-14 Chd
Client File LORONG KEMENYAN TR Date/Time 05-Mar-2014 11:09
Plate Thickness
Prop Node A Node B Node C Node D Material
(cm) (cm) (cm) (cm)
1 2.500 2.500 2.500 2.500 STEEL
2 1.900 1.900 1.900 1.900 STEEL
3 1.500 1.500 1.500 1.500 STEEL
Materials
Mat Name E Density
(kN/mm2) (kg/m3) (/C)
1 STEEL 205.000 0.300 7.83E+3 12E -6
2 STAINLESSSTEEL 197.930 0.300 7.83E+3 18E -6
3 ALUMINUM 68.948 0.330 2.71E+3 23E -6
4 CONCRETE 21.718 0.170 2.4E+3 10E -6
Supports
Node X Y Z rX rY rZ
(kN/mm) (kN/mm) (kN/mm) (kN-m/deg) (kN-m/deg) (kN-m/deg)
9 Fixed Fixed Fixed - - -
17 Fixed Fixed Fixed - - -
28 Fixed Fixed Fixed - - -
39 Fixed Fixed Fixed - - -
50 Fixed Fixed Fixed - - -
61 Fixed Fixed Fixed - - -
72 Fixed Fixed Fixed - - -
83 Fixed Fixed Fixed - - -
94 Fixed Fixed Fixed - - -
105 Fixed Fixed Fixed - - -
116 Fixed Fixed Fixed - - -
127 Fixed Fixed Fixed - - -
138 Fixed Fixed Fixed - - -
149 Fixed Fixed Fixed - - -
160 Fixed Fixed Fixed - - -
171 Fixed Fixed Fixed - - -
Combination Load Cases
Comb. Combination L/C Name Primary Primary L/C Name Factor
4 COMB 1 1 DL 1.00
2 COMPRESS 1.00
Basic Load Cases
Number Name
1 DL
2 COMPRESS
Print Time/Date: 05/03/2014 11:18 STAAD.Pro V8i 20.07.05.15 Print Run 1 of 3
Job No Sheet No Rev
2
Part
Software licensed to .
Job Title Ref
By Date04-Mar-14 Chd
Client File LORONG KEMENYAN TR Date/Time 05-Mar-2014 11:09
Selfweight : 1 DL
Direction Factor
Y -1.000
Node Loads : 2 COMPRESS
Node FX FY FZ MX MY MZ
(kN) (kN) (kN) (kNm) (kNm) (kNm)
254 -4.087 -12.381 -0.013 0.317 0.122 -85.010
3D Rendered View
Max Absolute
N/mm2
<= 0.823
1.91
2.99
4.07
5.15
6.24
7.32
8.4
9.48
10.6
11.6
12.7
13.8
14.9
16
17.1
>= 18.1
Y
X
Z
Load 4
PICTURE CONTOUR
Print Time/Date: 05/03/2014 11:18 STAAD.Pro V8i 20.07.05.15 Print Run 2 of 3
Job No Sheet No Rev
3
Part
Software licensed to .
Job Title Ref
By Date04-Mar-14 Chd
Client File LORONG KEMENYAN TR Date/Time 05-Mar-2014 11:09
Node Displacement Summary
Node L/C X Y Z Resultant rX rY rZ
(mm) (mm) (mm) (mm) (rad) (rad) (rad)
Max X 58 4:COMB 1 0.016 -0.039 0.000 0.042 0.000 0.000 -0.001
Min X 251 2:COMPRESS -0.004 -0.001 0.000 0.005 0.000 0.000 -0.000
Max Y 145 2:COMPRESS 0.010 0.040 0.000 0.041 0.000 0.000 -0.000
Min Y 57 4:COMB 1 0.010 -0.044 0.000 0.045 0.000 0.000 -0.000
Max Z 248 4:COMB 1 0.002 -0.027 0.005 0.027 0.000 -0.000 -0.000
Min Z 240 4:COMB 1 0.002 -0.027 -0.005 0.027 -0.000 0.000 -0.000
Max rX 36 4:COMB 1 0.012 -0.028 0.004 0.031 0.000 -0.000 -0.000
Min rX 80 4:COMB 1 0.012 -0.028 -0.004 0.031 -0.000 0.000 -0.000
Max rY 5 2:COMPRESS -0.002 -0.002 0.000 0.003 -0.000 0.000 -0.000
Min rY 99 2:COMPRESS -0.002 -0.001 -0.000 0.003 0.000 -0.000 -0.000
Max rZ 51 4:COMB 1 -0.000 0.013 0.000 0.013 -0.000 0.000 0.000
Min rZ 58 4:COMB 1 0.016 -0.039 0.000 0.042 0.000 0.000 -0.001
Max Rst 57 4:COMB 1 0.010 -0.044 0.000 0.045 0.000 0.000 -0.000
Plate Centre Principal Stress Summary
Principal Von Mis Tresca
Plate L/C Top Bottom Top Bottom Top Bottom
(N/mm2) (N/mm2) (N/mm2) (N/mm2) (N/mm2) (N/mm2)
Max (t) 52 4:COMB 1 18.146 -0.834 18.576 13.377 18.979 13.565
Max (b) 116 2:COMPRESS 16.824 -16.824 17.219 12.442 17.588 12.631
Max VM (t) 52 4:COMB 1 18.146 -0.834 18.576 13.377 18.979 13.565
Max VM (b) 52 4:COMB 1 18.146 -0.834 18.576 13.377 18.979 13.565
Tresca (t) 52 4:COMB 1 18.146 -0.834 18.576 13.377 18.979 13.565
Tresca (b) 52 4:COMB 1 18.146 -0.834 18.576 13.377 18.979 13.565
Print Time/Date: 05/03/2014 11:18 STAAD.Pro V8i 20.07.05.15 Print Run 3 of 3
