Ingenieurbüro Frank Blasek - Beratender Ingenieur Am Kohlhof 10, Osterholz-Scharmbeck Tel: 04791/ Fax: 04791/

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Page: 1 CONTENTS Contents... 1 General Data... 1 Structural Data des... 1 erials... 1 Sections... 1 ents... 2 Supports... 2 Loads General Data... 3 LC 1 - Vollast 90 km/h 0,39 kn/qm.

.. 6 STEEL... 7 STEEL1 - Spannungsanalyse... 7 General Data... 7 erials... 7 Sections... 7 Results... 7 Max es by Section... 7 Max es by ent... 7 Governing Internal Forces - [Sigma eq].

1 Page: 1 CONTENTS Contents... 1 General Data... 1 Structural Data des... 1 erials... 1 Sections... 1 ents... 2 Supports... 2 Loads General Data... 3 LC 1 - Vollast 90 km/h 0,39 kn/qm... 3 LC, LG Results Load Groups nd Order Analysis Data... 3 Graphic - Loads... 4 Internal Forces by ent... 5 Support Forces and Support Moments... 5 Global de Deformations... 5 Graphic - Results... 6 STEEL... 7 STEEL1 - Spannungsanalyse... 7 General Data... 7 erials... 7 Sections... 7 Results... 7 Max es by Section... 7 Max es by ent... 7 Governing Internal Forces - [Sigma eq]... 8 Graphic - SPANNUNGSAUSNUTZUNG... 9 GENERAL DATA COMPUTING METHOD Structural Analysis 1st Order Analysis Analysis 2nd Order Analysis Dynamic Analysis Cable Theory Load Cases Design Cases Load Groups Dynamic Cases Load Combinations Buckling Curves STRUCTURAL DATA PARAMETERS 1D Continuous Beam 7 des 6 ents 2D Construction Type 1 erials 0 Cables 3D Construction Type 5 Sections 0 Tapered ents Grid 0 ent Hinges 0 Elastic Foundations 0 ent Partitions 0 Sets of ents NODES de Coordinates- System Ref des de Coordinates X Y Z 1 Cartesian Gelagert 2 Cartesian Cartesian Cartesian Cartesian Cartesian Cartesian Gelagert MATERIALS erial Description E Modulus [kn/cm2] Shear Mod [kn/cm2] Spec Weight [kn/cm3] Coeff Therm [1/ C] 1 Aluminium 7.000E E E E-05 Rohr 160/5 Rohr 140/5 SECTIONS Sec Section Description I TA I 2 A 2 I 3 [cm4] A 3 [cm2] 1 1 Rohr 160/ Rohr 140/ Rohr 118/ Rohr 98/

Page: 2 Rohr 118/4 Rohr 98/4 SECTIONS Sec Section Description I TA I 2 A 2 I 3 [cm4] A 3 [cm2] 4 11.812 130.70 130.70 5 1 Rohr 82/4 149.48 74.74 74.74 9.

2 Page: 2 Rohr 118/4 Rohr 98/4 SECTIONS Sec Section Description I TA I 2 A 2 I 3 [cm4] A 3 [cm2] Rohr 82/ Rohr 82/4 ELEMENTS Type des Begin End Beta [ ] Section Begin End Hinge Begin End Part Length Location 1 Beam VERT 2 Beam VERT 3 Beam VERT 4 Beam VERT 5 Beam VERT 6 Beam VERT SUPPORTS Support Supported des Rotation [ ] Alpha Beta Fixed Support/Support Spring [kn/m] [knm/rad] in X in Y in Z ar X ar Y ar Z Yes Yes Yes Yes Yes Yes

000 2 5 1 X 36.000 3 4 1 X 43.000 4 3 1 X 52.000 5 1,6 1 X 70.

3 Page: 3 GENERAL DATA LC LC Description Factor Combination Type Dead Weight 1 Vollast 90 km/h 0,39 kn/qm 1.00 Variable 1.00 NODAL FORCES LC 1 Loaded des dal Forces P X [N] P Y [N] P Z [N] ELEMENT LOADS LC 1 Loaded ents Load type Load Direction X X X X ,6 1 X Parameters [N, Nm, m, C, N/m, Nm/m] P 1 LOAD GROUPS LG LG Description Factor Coefficient γ M 1 Vollast *LC1 Load Cases in LG 2ND ORDER ANALYSIS DATA LG- Factor Ny Number Iterations Eps-Convergence Existing Wanted Ny-fold Results Tension Force Effect LG E Yes

4 Page: 4 LOADS LC 1 - Vollast 90 km/h 0,39 kn/qm [N], [N/m] Isometric Y X Z

Page: 5 INTERNAL FORCES BY ELEMENT LC/LG de x Forces [kn] Moments [knm] N V 2 V 3 T M 2 M 3 1 LC1 1.00 -.47.00-3.56.00.00.00 7 1.60 -.37.00-3.67.00-5.78.00 LG1 1.00 -.71.00-5.46.00.00.00 7 1.60 -.55.

5 Page: 5 INTERNAL FORCES BY ELEMENT LC/LG de x Forces [kn] Moments [knm] N V 2 V 3 T M 2 M 3 1 LC LG LC LG LC LG LC LG LC LG LC LG SUPPORT FORCES AND SUPPORT MOMENTS de LC/LG Support Forces [kn] Support Moments [knm] P X P Y P Z M X M Y M Z 1 LC LG LC LG ΣForces LC ΣLoads ΣForces LG ΣLoads GLOBAL NODE DEFORMATIONS de LC/LG Deformations [mm] Rotations [mrad] u X u Y u Z φ X φ Y φ Z 1 LC LG LC LG LC LG E LC E LG E E LC E E LG E E LC E E LG E E LC LG Maxi LC E Mini LC E Maxi LG E Mini LG E

6 Page: 6 RESULTS LG 1 - Vollast Deformations Isometric Y X Max u: mm Factor for Deformations: 0.8 Z

7 Page: 7 STEEL1 - SPANNUNGSANALYSE GENERAL DATA ELEMENTS TO DESIGN All LOAD CASES TO DESIGN LG1 - Vollast MATERIALS erial Description erial Code, Criterion Allowable es [N/mm^2] Sigma Tau Sigma eq 1 Al 6063 T5 (F18) DIN Rohr 160/ Rohr 118/ Rohr 140/ Rohr 98/ SECTIONS Sec Section Description Section Rotation I-T [cm^4] A [cm^2] I-2 [cm^4] Alpha pl y I-3 [cm^4] Alpha pl z 1 1 Rohr 160/ Rohr 140/ Rohr 118/ Rohr 98/ Rohr 82/ Rohr 82/ MAX STRESSES BY SECTION Type x Loc S Point LC [N/mm^2] existing allowable Section 1 - Rohr 160/5 Sigma Total LG Tau Total LG Sigma eq LG Section 2 - Rohr 140/5 Sigma Total LG Tau Total LG Sigma eq LG Section 3 - Rohr 118/4 Sigma Total LG Tau Total LG Sigma eq LG Section 4 - Rohr 98/4 Sigma Total LG Tau Total LG Sigma eq LG Section 5 - Rohr 82/4 Sigma Total LG Tau Total LG Sigma eq LG Ratio MAX STRESSES BY ELEMENT Type x Location S Point LC [N/mm^2] existing allowable ent 1: Section 1 - Rohr 160/5 Sigma Total LG Tau Total LG Sigma eq LG ent 2: Section 2 - Rohr 140/5 Sigma Total LG Tau Total LG Sigma eq LG ent 3: Section 3 - Rohr 118/4 Sigma Total LG Tau Total LG Sigma eq LG Ratio

Page: 8 MAX STRESSES BY ELEMENT Type x Location S Point LC [N/mm^2] existing allowable ent 4: Section 4 - Rohr 98/4 Sigma Total 0.000 10 LG1-118.98 132.00 0.90 Tau Total 0.000 1 LG1 1.59 76.00 0.02 Sigma eq 0.

8 Page: 8 MAX STRESSES BY ELEMENT Type x Location S Point LC [N/mm^2] existing allowable ent 4: Section 4 - Rohr 98/4 Sigma Total LG Tau Total LG Sigma eq LG ent 5: Section 5 - Rohr 82/4 Sigma Total LG Tau Total LG Sigma eq LG ent 6: Section 1 - Rohr 160/5 Sigma Total LG Tau Total LG Sigma eq LG Ratio GOVERNING INTERNAL FORCES - [SIGMA EQ] x Location LC Forces [kn] N V-2 V-3 Moments [knm] M-T M-2 M LG LG LG LG LG LG

9 Page: 9 SPANNUNGSAUSNUTZUNG STEEL1 - Spannungsanalyse Sigma eq Isometric Y X Max = 99.9% Z

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Ingenieurbüro Frank Blasek - Beratender Ingenieur Am Kohlhof 10, Osterholz-Scharmbeck Tel: 04791/ Fax: 04791/

Ingenieurbüro Frank Blasek - Beratender Ingenieur Am Kohlhof 10, Osterholz-Scharmbeck Tel: 04791/ Fax: 04791/ Page: 10 CONTENTS Contents... 10 General Data... 10 Structural Data des... 10 erials... 10 Sections... 10 ents... 11 Supports... 11 Loads General Data... 12 LC 1 - Vollast 120 km/h 0,694 kn/qm... 12 LC,