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C-Canal_Typical Glass Railing balcony.std
15-Sep-2022 16:49

Job Information
Engineer Checked Approved

Name:
Date: 15-Sep-22

Structure Type SPACE FRAME

Number of Nodes 2684 Highest Node 2728

Number of Elements 43 Highest Beam 2279
Number of Plates 2580 Highest Plate 2623

Number of Basic Load Cases 3

Number of Combination Load Cases 2

Included in this printout are data for:

All The Whole Structure

Included in this printout are results for load cases:

Type L/C Name

Primary 1 DL
Primary 2 WL
Primary 3 LL
Combination 4 DL+WL
Combination 5 DL+LL

Section Properties
Prop Section Area Iyy Izz J Material
(cm2) (cm4) (cm4) (cm4)
2 25X30X1.5C 1.155 0.754 1.770 0.009 ALUMINUM

Plate Thickness
Prop Node A Node B Node C Node D Material
(cm) (cm) (cm) (cm)
1 2.000 2.000 2.000 2.000 GLASS

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15-Sep-2022 16:49

Materials
Mat Name E  Density 
(kN/mm2) (kg/m3) (/°C)
1 STEEL 205.000 0.300 7.83E+3 12E -6
2 GLASS 70.000 0.220 2.55E+3 0.000
3 STAINLESSSTEEL 197.930 0.300 7.83E+3 18E -6
4 ALUMINUM 68.948 0.330 2.71E+3 23E -6
5 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)
1 Fixed Fixed - - - -
3 Fixed Fixed - - - -
7 Fixed Fixed - - - -
12 Fixed - - - - -
13 Fixed - - - - -
110 Fixed Fixed - - - -
113 Fixed - - - - -
163 Fixed Fixed - - - -
166 Fixed - - - - -
216 Fixed Fixed - - - -
219 Fixed - - - - -
269 Fixed Fixed - - - -
272 Fixed - - - - -
322 Fixed Fixed - - - -
325 Fixed - - - - -
375 Fixed Fixed - - - -
378 Fixed - - - - -
428 Fixed Fixed - - - -
431 Fixed - - - - -
481 Fixed Fixed - - - -
484 Fixed - - - - -
534 Fixed Fixed - - - -
537 Fixed - - - - -
587 Fixed Fixed - - - -
590 Fixed - - - - -
640 Fixed Fixed - - - -
643 Fixed - - - - -
693 Fixed Fixed - - - -
696 Fixed - - - - -
746 Fixed Fixed - - - -
749 Fixed - - - - -
799 Fixed Fixed - - - -
802 Fixed - - - - -
852 Fixed Fixed - - - -

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Supports Cont...
Node X Y Z rX rY rZ
(kN/mm) (kN/mm) (kN/mm) (kN-m/deg) (kN-m/deg) (kN-m/deg)
855 Fixed - - - - -
905 Fixed Fixed - - - -
908 Fixed - - - - -
958 Fixed Fixed - - - -
961 Fixed - - - - -
1011 Fixed Fixed - - - -
1014 Fixed - - - - -
1064 Fixed Fixed - - - -
1067 Fixed - - - - -
1117 Fixed Fixed - - - -
1120 Fixed - - - - -
1170 Fixed Fixed - - - -
1173 Fixed - - - - -
1223 Fixed Fixed - - - -
1226 Fixed - - - - -
1276 Fixed Fixed - - - -
1279 Fixed - - - - -
1329 Fixed Fixed - - - -
1332 Fixed - - - - -
1382 Fixed Fixed - - - -
1385 Fixed - - - - -
1435 Fixed Fixed - - - -
1438 Fixed - - - - -
1488 Fixed Fixed - - - -
1491 Fixed - - - - -
1541 Fixed Fixed - - - -
1544 Fixed - - - - -
1594 Fixed Fixed - - - -
1597 Fixed - - - - -
1647 Fixed Fixed - - - -
1650 Fixed - - - - -
1700 Fixed Fixed - - - -
1703 Fixed - - - - -
1753 Fixed Fixed - - - -
1756 Fixed - - - - -
1806 Fixed Fixed - - - -
1809 Fixed - - - - -
1859 Fixed Fixed - - - -
1862 Fixed - - - - -
1912 Fixed Fixed - - - -
1915 Fixed - - - - -
1965 Fixed Fixed - - - -
1968 Fixed - - - - -
2018 Fixed Fixed - - - -
2021 Fixed - - - - -

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Supports Cont...
Node X Y Z rX rY rZ
(kN/mm) (kN/mm) (kN/mm) (kN-m/deg) (kN-m/deg) (kN-m/deg)
2071 Fixed Fixed - - - -
2074 Fixed - - - - -
2124 Fixed Fixed - - - -
2127 Fixed - - - - -
2177 Fixed Fixed - - - -
2180 Fixed - - - - -
2230 Fixed Fixed - - - -
2233 Fixed - - - - -
2285 Fixed - - - - -

1.400m
1.500m

Y
X Z
Load 1
0.100m
1.075m

Whole Structure

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15-Sep-2022 16:49

3D Rendered View

Primary Load Cases

Number Name Type

1 DL Dead
2 WL Wind
3 LL Live

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Y
X Z
Load 2

Wind Load 1.4 kPa

-0.750
-0.750 kN/m
kN/m
-0.750
-0.750 kN/m
kN/m
-0.750
-0.750 kN/m
kN/m
-0.750
-0.750 kN/m
kN/m
-0.750
-0.750 kN/m
kN/m
-0.750
-0.750 kN/m
kN/m
-0.750
-0.750 kN/m
kN/m
-0.750
-0.750 kN/m
kN/m
-0.750
-0.750 kN/m
kN/m
-0.750
-0.750 kN/m
kN/m
-0.750
-0.750 kN/m
kN/m
-0.750
-0.750 kN/m
kN/m
-0.750
-0.750 kN/m
kN/m
-0.750
-0.750 kN/m
kN/m
-0.750
-0.750 kN/m
kN/m
-0.750
-0.750 kN/m
kN/m
-0.750
-0.750 kN/m
kN/m
-0.750
-0.750 kN/m
kN/m
-0.750
-0.750 kN/m
kN/m
-0.750
-0.750 kN/m
kN/m
-0.750
-0.750 kN/m
-0.750kN/m
kN/m

Y
X
Z Load 3

Live Load

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Combination Load Cases

Comb. Combination L/C Name Primary Primary L/C Name Factor

4 DL+WL 1 DL 1.00
2 WL 1.00
5 DL+LL 1 DL 1.00
3 LL 1.00

Node Displacement Summary

Node L/C X Y Z Resultant rX rY rZ
(mm) (mm) (mm) (mm) (rad) (rad) (rad)
Max X 1168 2:WL 15.334 0.000 0.000 15.334 0.000 0.000 -0.014
Min X 1168 3:LL -15.376 0.000 0.000 15.376 0.000 -0.000 0.016
Max Y 1 1:DL 0.000 0.000 -0.000 0.000 0.000 0.000 0.000
Min Y 1168 1:DL 0.000 -0.000 -0.000 0.000 0.000 0.000 0.000
Max Z 1 2:WL 0.000 0.000 0.000 0.000 0.000 -0.000 0.000
Min Z 1 1:DL 0.000 0.000 -0.000 0.000 0.000 0.000 0.000
Max rX 1 1:DL 0.000 0.000 -0.000 0.000 0.000 0.000 0.000
Min rX 3 1:DL 0.000 0.000 -0.000 0.000 -0.000 0.000 0.000
Max rY 2306 3:LL -2.847 0.000 0.000 2.847 0.000 0.001 0.010
Min rY 54 3:LL -2.847 0.000 0.000 2.847 0.000 -0.001 0.010
Max rZ 2 3:LL -15.225 0.000 0.000 15.225 0.000 -0.000 0.016
Min rZ 2685 2:WL 14.176 0.000 0.000 14.176 0.000 0.000 -0.014
Max Rst 1168 3:LL -15.376 0.000 0.000 15.376 0.000 -0.000 0.016

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15.376 mm

Y
X Load 5 : Displacement
Z Displacement - mm

Whole Structure Displacements 1000mm:1m 5 DL+LL

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15.334 mm

Y
X Load 4 : Displacement
Z Displacement - mm

Whole Structure Displacements 1000mm:1m 4 DL+WL

Beam Combined Axial and Bending Stresses Summary

Max Comp Max Tens
Beam L/C Length Stress d Corner Stress d Corner
(m) (N/mm2) (m) (N/mm2) (m)
2237 1:DL 0.025 0.002 0.000 2 -0.001 0.000 1
2:WL 0.025 0.031 0.025 1 -0.031 0.025 3
3:LL 0.025 0.090 0.015 3 -0.090 0.015 1
4:DL+WL 0.025 0.031 0.025 1 -0.031 0.025 3
5:DL+LL 0.025 0.090 0.015 3 -0.090 0.015 1
2238 1:DL 0.025 0.002 0.000 2 -0.001 0.000 1
2:WL 0.025 0.103 0.025 1 -0.103 0.025 3
3:LL 0.025 0.289 0.015 3 -0.289 0.015 1
4:DL+WL 0.025 0.103 0.025 1 -0.103 0.025 3
5:DL+LL 0.025 0.289 0.015 3 -0.289 0.015 1
2239 1:DL 0.025 0.001 0.000 2 -0.001 0.000 1
2:WL 0.025 0.168 0.025 1 -0.168 0.025 3
3:LL 0.025 0.443 0.013 3 -0.443 0.013 1
4:DL+WL 0.025 0.168 0.000 1 -0.168 0.025 3
5:DL+LL 0.025 0.443 0.013 3 -0.443 0.013 1
2240 1:DL 0.025 0.001 0.000 2 -0.001 0.000 1
2:WL 0.025 0.229 0.000 1 -0.229 0.000 3

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Beam Combined Axial and Bending Stresses Summary Cont...

Max Comp Max Tens
Beam L/C Length Stress d Corner Stress d Corner
(m) (N/mm2) (m) (N/mm2) (m)
3:LL 0.025 0.566 0.012 3 -0.566 0.012 1
4:DL+WL 0.025 0.230 0.000 1 -0.230 0.000 3
5:DL+LL 0.025 0.566 0.012 3 -0.566 0.012 1
2241 1:DL 0.025 0.001 0.000 2 -0.001 0.000 1
2:WL 0.025 0.286 0.000 1 -0.286 0.000 3
3:LL 0.025 0.669 0.012 3 -0.669 0.012 1
4:DL+WL 0.025 0.287 0.000 1 -0.286 0.000 3
5:DL+LL 0.025 0.669 0.012 3 -0.669 0.012 1
2242 1:DL 0.025 0.001 0.000 2 -0.001 0.000 1
2:WL 0.025 0.337 0.000 1 -0.337 0.000 3
3:LL 0.025 0.755 0.013 3 -0.755 0.013 1
4:DL+WL 0.025 0.338 0.000 1 -0.338 0.000 3
5:DL+LL 0.025 0.755 0.013 3 -0.756 0.013 1
2243 1:DL 0.025 0.001 0.000 2 -0.001 0.000 1
2:WL 0.025 0.384 0.000 1 -0.384 0.000 3
3:LL 0.025 0.830 0.012 3 -0.830 0.012 1
4:DL+WL 0.025 0.385 0.000 1 -0.384 0.000 3
5:DL+LL 0.025 0.830 0.012 3 -0.830 0.012 1
2244 1:DL 0.025 0.001 0.000 2 -0.000 0.000 1
2:WL 0.025 0.426 0.000 1 -0.426 0.000 3
3:LL 0.025 0.894 0.013 3 -0.894 0.013 1
4:DL+WL 0.025 0.427 0.000 1 -0.426 0.000 3
5:DL+LL 0.025 0.894 0.013 3 -0.894 0.013 1
2245 1:DL 0.025 0.001 0.000 2 -0.000 0.000 1
2:WL 0.025 0.464 0.000 1 -0.464 0.000 3
3:LL 0.025 0.950 0.012 3 -0.950 0.012 1
4:DL+WL 0.025 0.465 0.000 1 -0.465 0.000 3
5:DL+LL 0.025 0.950 0.012 3 -0.950 0.012 1
2246 1:DL 0.025 0.001 0.000 2 -0.000 0.000 1
2:WL 0.025 0.499 0.000 1 -0.499 0.000 3
3:LL 0.025 0.998 0.013 3 -0.998 0.013 1
4:DL+WL 0.025 0.500 0.000 1 -0.499 0.000 3
5:DL+LL 0.025 0.998 0.013 3 -0.998 0.013 1
2247 1:DL 0.025 0.001 0.000 2 -0.000 0.000 1
2:WL 0.025 0.530 0.000 1 -0.530 0.000 3
3:LL 0.025 1.040 0.013 3 -1.040 0.013 1
4:DL+WL 0.025 0.531 0.000 1 -0.530 0.000 3
5:DL+LL 0.025 1.040 0.013 3 -1.040 0.013 1
2248 1:DL 0.025 0.001 0.000 2 -0.000 0.000 1
2:WL 0.025 0.558 0.000 1 -0.558 0.000 3
3:LL 0.025 1.076 0.013 3 -1.076 0.013 1
4:DL+WL 0.025 0.558 0.000 1 -0.558 0.000 3
5:DL+LL 0.025 1.077 0.013 3 -1.077 0.013 1
2249 1:DL 0.025 0.001 0.000 2 -0.000 0.000 1

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Beam Combined Axial and Bending Stresses Summary Cont...

Max Comp Max Tens
Beam L/C Length Stress d Corner Stress d Corner
(m) (N/mm2) (m) (N/mm2) (m)
2:WL 0.025 0.582 0.000 1 -0.582 0.000 3
3:LL 0.025 1.108 0.012 3 -1.108 0.012 1
4:DL+WL 0.025 0.583 0.000 1 -0.582 0.000 3
5:DL+LL 0.025 1.108 0.012 3 -1.108 0.012 1
2250 1:DL 0.025 0.001 0.000 2 -0.000 0.000 1
2:WL 0.025 0.604 0.000 1 -0.604 0.000 3
3:LL 0.025 1.135 0.013 3 -1.135 0.013 1
4:DL+WL 0.025 0.604 0.000 1 -0.604 0.000 3
5:DL+LL 0.025 1.135 0.013 3 -1.135 0.013 1
2251 1:DL 0.025 0.000 0.000 2 -0.000 0.000 1
2:WL 0.025 0.622 0.000 1 -0.622 0.000 3
3:LL 0.025 1.158 0.013 3 -1.158 0.013 1
4:DL+WL 0.025 0.623 0.000 1 -0.622 0.000 3
5:DL+LL 0.025 1.158 0.013 3 -1.158 0.013 1
2252 1:DL 0.025 0.000 0.000 2 -0.000 0.000 1
2:WL 0.025 0.638 0.000 1 -0.638 0.000 3
3:LL 0.025 1.177 0.013 3 -1.177 0.013 1
4:DL+WL 0.025 0.638 0.000 1 -0.638 0.000 3
5:DL+LL 0.025 1.177 0.013 3 -1.177 0.013 1
2253 1:DL 0.025 0.000 0.000 2 -0.000 0.015 2
2:WL 0.025 0.651 0.000 1 -0.651 0.000 3
3:LL 0.025 1.193 0.013 3 -1.193 0.013 1
4:DL+WL 0.025 0.651 0.000 1 -0.651 0.000 3
5:DL+LL 0.025 1.193 0.013 3 -1.193 0.013 1
2254 1:DL 0.025 0.000 0.000 2 -0.000 0.015 2
2:WL 0.025 0.662 0.000 1 -0.662 0.000 3
3:LL 0.025 1.205 0.012 3 -1.205 0.012 1
4:DL+WL 0.025 0.662 0.000 1 -0.662 0.000 3
5:DL+LL 0.025 1.205 0.012 3 -1.205 0.012 1
2255 1:DL 0.025 0.000 0.000 2 -0.000 0.013 2
2:WL 0.025 0.670 0.000 1 -0.670 0.000 3
3:LL 0.025 1.215 0.013 3 -1.215 0.013 1
4:DL+WL 0.025 0.670 0.000 1 -0.670 0.000 3
5:DL+LL 0.025 1.215 0.013 3 -1.215 0.013 1
2256 1:DL 0.025 0.000 0.000 2 -0.000 0.013 2
2:WL 0.025 0.675 0.000 1 -0.675 0.000 3
3:LL 0.025 1.221 0.013 3 -1.221 0.013 1
4:DL+WL 0.025 0.675 0.000 1 -0.675 0.000 3
5:DL+LL 0.025 1.222 0.013 3 -1.222 0.013 1
2257 1:DL 0.025 0.000 0.000 2 -0.000 0.012 2
2:WL 0.025 0.678 0.000 1 -0.678 0.000 3
3:LL 0.025 1.226 0.012 3 -1.226 0.012 1
4:DL+WL 0.025 0.679 0.000 1 -0.679 0.000 3
5:DL+LL 0.025 1.226 0.012 3 -1.226 0.012 1

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Beam Combined Axial and Bending Stresses Summary Cont...

Max Comp Max Tens
Beam L/C Length Stress d Corner Stress d Corner
(m) (N/mm2) (m) (N/mm2) (m)
2258 1:DL 0.025 0.000 0.000 2 -0.000 0.013 2
2:WL 0.025 0.679 0.000 1 -0.679 0.000 3
3:LL 0.025 1.227 0.013 3 -1.227 0.013 1
4:DL+WL 0.025 0.679 0.000 1 -0.679 0.013 3
5:DL+LL 0.025 1.227 0.013 3 -1.227 0.013 1
2259 1:DL 0.025 0.000 0.025 2 -0.000 0.012 2
2:WL 0.025 0.678 0.025 1 -0.678 0.025 3
3:LL 0.025 1.226 0.012 3 -1.226 0.012 1
4:DL+WL 0.025 0.679 0.025 2 -0.679 0.025 4
5:DL+LL 0.025 1.226 0.012 3 -1.226 0.012 1
2260 1:DL 0.025 0.000 0.025 2 -0.000 0.013 2
2:WL 0.025 0.675 0.025 1 -0.675 0.025 3
3:LL 0.025 1.221 0.013 3 -1.221 0.013 1
4:DL+WL 0.025 0.675 0.025 2 -0.675 0.025 4
5:DL+LL 0.025 1.222 0.013 3 -1.222 0.013 1
2261 1:DL 0.025 0.000 0.025 2 -0.000 0.012 2
2:WL 0.025 0.670 0.025 1 -0.670 0.025 3
3:LL 0.025 1.215 0.012 3 -1.215 0.012 1
4:DL+WL 0.025 0.670 0.025 2 -0.670 0.025 4
5:DL+LL 0.025 1.215 0.012 3 -1.215 0.012 1
2262 1:DL 0.025 0.000 0.025 2 -0.000 0.010 2
2:WL 0.025 0.662 0.025 1 -0.662 0.025 3
3:LL 0.025 1.205 0.012 3 -1.205 0.012 1
4:DL+WL 0.025 0.662 0.025 2 -0.662 0.025 4
5:DL+LL 0.025 1.205 0.012 3 -1.205 0.012 1
2263 1:DL 0.025 0.000 0.025 2 -0.000 0.010 2
2:WL 0.025 0.651 0.025 1 -0.651 0.025 3
3:LL 0.025 1.193 0.013 3 -1.193 0.013 1
4:DL+WL 0.025 0.651 0.025 2 -0.651 0.025 4
5:DL+LL 0.025 1.193 0.013 3 -1.193 0.013 1
2264 1:DL 0.025 0.000 0.025 2 -0.000 0.025 1
2:WL 0.025 0.638 0.025 1 -0.638 0.025 3
3:LL 0.025 1.177 0.012 3 -1.177 0.012 1
4:DL+WL 0.025 0.638 0.025 2 -0.638 0.025 4
5:DL+LL 0.025 1.177 0.012 3 -1.177 0.012 1
2265 1:DL 0.025 0.000 0.025 2 -0.000 0.025 1
2:WL 0.025 0.622 0.025 1 -0.622 0.025 3
3:LL 0.025 1.158 0.013 3 -1.158 0.013 1
4:DL+WL 0.025 0.623 0.025 2 -0.622 0.025 4
5:DL+LL 0.025 1.158 0.013 3 -1.158 0.013 1
2266 1:DL 0.025 0.001 0.025 2 -0.000 0.025 1
2:WL 0.025 0.604 0.025 1 -0.604 0.025 3
3:LL 0.025 1.135 0.012 3 -1.135 0.012 1
4:DL+WL 0.025 0.604 0.025 2 -0.604 0.025 4

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Beam Combined Axial and Bending Stresses Summary Cont...

Max Comp Max Tens
Beam L/C Length Stress d Corner Stress d Corner
(m) (N/mm2) (m) (N/mm2) (m)
5:DL+LL 0.025 1.135 0.012 3 -1.135 0.012 1
2267 1:DL 0.025 0.001 0.025 2 -0.000 0.025 1
2:WL 0.025 0.582 0.025 1 -0.582 0.025 3
3:LL 0.025 1.108 0.012 3 -1.108 0.012 1
4:DL+WL 0.025 0.583 0.025 2 -0.582 0.025 4
5:DL+LL 0.025 1.108 0.012 3 -1.108 0.012 1
2268 1:DL 0.025 0.001 0.025 2 -0.000 0.025 1
2:WL 0.025 0.558 0.025 1 -0.558 0.025 3
3:LL 0.025 1.076 0.013 3 -1.076 0.013 1
4:DL+WL 0.025 0.558 0.025 2 -0.558 0.025 4
5:DL+LL 0.025 1.077 0.013 3 -1.077 0.013 1
2269 1:DL 0.025 0.001 0.025 2 -0.000 0.025 1
2:WL 0.025 0.530 0.025 1 -0.530 0.025 3
3:LL 0.025 1.040 0.012 3 -1.040 0.012 1
4:DL+WL 0.025 0.531 0.025 2 -0.530 0.025 4
5:DL+LL 0.025 1.040 0.012 3 -1.040 0.012 1
2270 1:DL 0.025 0.001 0.025 2 -0.000 0.025 1
2:WL 0.025 0.499 0.025 1 -0.499 0.025 3
3:LL 0.025 0.998 0.013 3 -0.998 0.013 1
4:DL+WL 0.025 0.500 0.025 2 -0.499 0.025 4
5:DL+LL 0.025 0.998 0.013 3 -0.998 0.013 1
2271 1:DL 0.025 0.001 0.025 2 -0.000 0.025 1
2:WL 0.025 0.464 0.025 1 -0.464 0.025 3
3:LL 0.025 0.950 0.012 3 -0.950 0.012 1
4:DL+WL 0.025 0.465 0.025 2 -0.465 0.025 4
5:DL+LL 0.025 0.950 0.012 3 -0.950 0.012 1
2272 1:DL 0.025 0.001 0.025 2 -0.000 0.025 1
2:WL 0.025 0.426 0.025 1 -0.426 0.025 3
3:LL 0.025 0.894 0.012 3 -0.894 0.012 1
4:DL+WL 0.025 0.427 0.025 2 -0.426 0.025 4
5:DL+LL 0.025 0.894 0.012 3 -0.894 0.012 1
2273 1:DL 0.025 0.001 0.025 2 -0.001 0.025 1
2:WL 0.025 0.384 0.025 1 -0.384 0.025 3
3:LL 0.025 0.830 0.013 3 -0.830 0.013 1
4:DL+WL 0.025 0.385 0.025 2 -0.384 0.025 4
5:DL+LL 0.025 0.830 0.013 3 -0.830 0.013 1
2274 1:DL 0.025 0.001 0.025 2 -0.001 0.025 1
2:WL 0.025 0.337 0.025 1 -0.337 0.025 3
3:LL 0.025 0.755 0.012 3 -0.755 0.012 1
4:DL+WL 0.025 0.338 0.025 2 -0.338 0.025 4
5:DL+LL 0.025 0.755 0.012 3 -0.756 0.012 1
2275 1:DL 0.025 0.001 0.025 2 -0.001 0.025 1
2:WL 0.025 0.286 0.025 1 -0.286 0.025 3
3:LL 0.025 0.669 0.013 3 -0.669 0.013 1

Print Time/Date: 15/09/2022 17:21 STAAD.Pro V8i (SELECTseries 6) 20.07.11.33 Print Run 13 of 17
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By Date15-Sep-22 Chd

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C-Canal_Typical Glass Railing balcony.std
15-Sep-2022 16:49

Beam Combined Axial and Bending Stresses Summary Cont...

Max Comp Max Tens
Beam L/C Length Stress d Corner Stress d Corner
(m) (N/mm2) (m) (N/mm2) (m)
4:DL+WL 0.025 0.287 0.025 2 -0.286 0.025 4
5:DL+LL 0.025 0.669 0.013 3 -0.669 0.013 1
2276 1:DL 0.025 0.001 0.025 2 -0.001 0.025 1
2:WL 0.025 0.229 0.025 1 -0.229 0.025 3
3:LL 0.025 0.566 0.012 3 -0.566 0.012 1
4:DL+WL 0.025 0.230 0.025 2 -0.230 0.025 4
5:DL+LL 0.025 0.566 0.012 3 -0.566 0.012 1
2277 1:DL 0.025 0.001 0.025 2 -0.001 0.025 1
2:WL 0.025 0.168 0.000 1 -0.168 0.000 3
3:LL 0.025 0.443 0.012 3 -0.443 0.012 1
4:DL+WL 0.025 0.168 0.025 2 -0.168 0.000 3
5:DL+LL 0.025 0.443 0.012 3 -0.443 0.012 1
2278 1:DL 0.025 0.002 0.025 2 -0.001 0.025 1
2:WL 0.025 0.103 0.000 1 -0.103 0.000 3
3:LL 0.025 0.289 0.010 3 -0.289 0.010 1
4:DL+WL 0.025 0.103 0.000 1 -0.103 0.000 3
5:DL+LL 0.025 0.289 0.010 3 -0.289 0.010 1
2279 1:DL 0.025 0.002 0.025 2 -0.001 0.025 1
2:WL 0.025 0.031 0.000 1 -0.031 0.000 3
3:LL 0.025 0.090 0.010 3 -0.090 0.010 1
4:DL+WL 0.025 0.031 0.000 1 -0.031 0.000 3
5:DL+LL 0.025 0.090 0.010 3 -0.090 0.010 1

Print Time/Date: 15/09/2022 17:21 STAAD.Pro V8i (SELECTseries 6) 20.07.11.33 Print Run 14 of 17
 Job No Sheet No Rev
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Job Title Ref

By Date15-Sep-22 Chd

Client File Date/Time

C-Canal_Typical Glass Railing balcony.std
15-Sep-2022 16:49

Max:
Max: -1.226
1.226 N/mm2
N/mm2

Whole Structure Beam Stress 5e+007mm:m 5 DL+LL

Print Time/Date: 15/09/2022 17:21 STAAD.Pro V8i (SELECTseries 6) 20.07.11.33 Print Run 15 of 17
 Job No Sheet No Rev
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Part
Software licensed to HP
Job Title Ref

By Date15-Sep-22 Chd

Client File Date/Time

C-Canal_Typical Glass Railing balcony.std
15-Sep-2022 16:49

Max:0.679
Max: -0.679 N/mm2
N/mm2

Whole Structure Beam Stress 5e+007mm:m 4 DL+WL

Plate Center 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) 1097 3:LL 16.606 -3.649 15.116 15.116 16.606 16.606
Max (b) 1097 4:DL+WL -4.640 21.068 19.243 19.174 21.139 21.068
Max VM (t) 1097 4:DL+WL -4.640 21.068 19.243 19.174 21.139 21.068
Max VM (b) 1097 2:WL -4.640 21.103 19.208 19.208 21.103 21.103
Tresca (t) 1097 4:DL+WL -4.640 21.068 19.243 19.174 21.139 21.068
Tresca (b) 1097 2:WL -4.640 21.103 19.208 19.208 21.103 21.103

Print Time/Date: 15/09/2022 17:21 STAAD.Pro V8i (SELECTseries 6) 20.07.11.33 Print Run 16 of 17
 Job No Sheet No Rev
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Part
Software licensed to HP
Job Title Ref

By Date15-Sep-22 Chd

Client File Date/Time

C-Canal_Typical Glass Railing balcony.std
15-Sep-2022 16:49

Max Bottom (Principal Major

(Principal Major Stress)
Stress)
Stress)
N/mm2
<= 0.005
1.32
2.64
3.95
5.27
6.59
7.9
9.22
10.5
11.9
13.2
14.5
15.8
17.1
18.4
19.8
>= 21.1

Y
X Z
Load 4

Stress for DL+WL

Max Top (Principal Major

(Principal Major Stress)
Stress)
Stress)
N/mm2
<= 0.143
1.17
2.2
3.22
4.25
5.28
6.3
7.33
8.36
9.38
10.4
11.4
12.5
13.5
14.5
15.5
>= 16.6

Y
X Z
Load 5

Stress for DL+LL

Print Time/Date: 15/09/2022 17:21 STAAD.Pro V8i (SELECTseries 6) 20.07.11.33 Print Run 17 of 17