Structural Design Works

1. Structural analysis based on EuroCode. Pretension load of the membrane should be considered. These pretension loads will be given. Structural report will be prepared. 2. Shop drawings (Steel S 235 JR, colums: square sections, beams square or rectangular sections, others square section or tube) 3. Sidewalls can be open or closed. So the analysis should be done for both options. 4. Sides should be detailed to be covered by aluminum framed glass. So the connections at corners and anchorages should not have steel plates which might prevent aluminum frame of sidewall. 5. Structure of one module should be able to be connected to the next one. (For example if 1 module of a gazebo has 4 columns, 2 modules should have 6 columns instead of 8columns. This shoud be considered for structural analysis and detailing) 6. Foundation calculations for a slab application. You can use an avarage type of soil for the calculations. Drawings for foundation. 7. Report for statical analysis with all assumptions. 8. FFL can be +2cm above the foundation level. 9. Wind load: 80km/h 10. Snow load: 40kg/m2 The structures ATP-03 and GZB-15 from [login to view URL] will be studied initially.