1. ANALYSIS
Tedds calculation version 1.0.11
Results
Total deflection

2. Node deflections
Load combination: 1.35G + 1.5Q + 1.5ψ0S + 1.5ψ0W (Strength)
Node Deflection Rotation Co-ordinate
system
X Z
(mm) (mm) (°)
1 0 0 0
2 504.4 -0.2 6.45939
3 1158.1 -0.1 4.34716
4 0 0 0
5 504.4 0.5 6.37603
6 1157 0.8 4.18191
Load combination: 1.0G + 1.0Q + 0.5S + 0.5W (Service)
Node Deflection Rotation Co-ordinate
system
X Z
(mm) (mm) (°)
1 0 0 0
2 336.2 -0.1 4.30911
3 772.1 -0.1 2.90375
4 0 0 0
5 336.2 0.4 4.24784
6 771.4 0.5 2.7823
Total base reactions
Load case/combination Force
FX FZ
(kN) (kN)
1.35G + 1.5Q + 1.5ψ0S + 1.5ψ0W
(Strength)
-292 147
1.0G + 1.0Q + 0.5S + 0.5W
(Service)
-194.7 100.7
Element end forces
Load combination: 1.35G + 1.5Q + 1.5ψ0S + 1.5ψ0W (Strength)
Element Length Nodes Axial force Shear force Moment
(m) Start/End (kN) (kN) (kNm)
1 4 1 92.6 -145.2 -369.3
2 -96.1 145.2 -211.6
2 4 2 -31.6 -144 -262.3
3 28 144 -313.8

3. Element Length Nodes Axial force Shear force Moment
(m) Start/End (kN) (kN) (kNm)
3 4 4 -239.6 -146.8 -371.4
5 236 146.8 -215.7
4 4 5 -97.4 -148 -269.2
6 93.9 148 -322.7
5 7.2 2 1.2 127.7 -473.9
5 -1.2 -138.6 -484.8
6 7.2 3 -148 83 -313.8
6 148 -93.9 -322.7
Load combination: 1.0G + 1.0Q + 0.5S + 0.5W (Service)
Element Length Nodes Axial force Shear force Moment
(m) Start/End (kN) (kN) (kNm)
1 4 1 60.4 -96.8 -246.2
2 -63 96.8 -140.9
2 4 2 -21.7 -95.9 -174.6
3 19.1 95.9 -208.9
3 4 4 -161 -97.9 -247.6
5 158.4 97.9 -143.9
4 4 5 -65.6 -98.8 -179.7
6 63 98.8 -215.5
5 7.2 2 0.9 84.7 -315.5
5 -0.9 -92.8 -323.6
6 7.2 3 -98.8 54.9 -208.9
6 98.8 -63 -215.5

4. Forces

5. Member results
Envelope - Strength combinations
Member Shear force Moment
Pos Max abs Pos Max Pos Min
(m) (kN) (m) (kNm) (m) (kNm)
Column 1 0 145.2 4 211.6 0 -369.3
Column 2 0 144 4 313.8 0 -262.3
Column 3 0 146.8 4 215.7 0 -371.4
Column 4 0 148 4 322.7 0 -269.2
Beam 1 7.2 -138.6 0 473.9 7.2 -484.8
Beam 2 7.2 -93.9 0 313.8 7.2 -322.7
;
;

6. Member results
Envelope - Strength combinations
Member Shear force Moment
Pos Max abs Pos Max Pos Min
(m) (kN) (m) (kNm) (m) (kNm)
Column 1 0 145.2 4 211.6 0 -369.3
Column 2 0 144 4 313.8 0 -262.3
Column 3 0 146.8 4 215.7 0 -371.4
Column 4 0 148 4 322.7 0 -269.2
Beam 1 7.2 -138.6 0 473.9 7.2 -484.8
Beam 2 7.2 -93.9 0 313.8 7.2 -322.7
;
;