Live load in Pier Macro

M

Medeniyetmuhendisi

New Member
As far as I can see in the report in the scaffolding macro, the live load is 0.1 t/m2. Is it possible to change it? The municipality also requested 0.2 t/m2, but as stated in Article 6.2.4 of TS EN 12811-1, is it necessary to take the situation where a uniformly distributed load of 1 kN/m2 acts, or did they ask for 0.2 t/m2 based on another article in the regulation? Thanks in advance for
 
hello, let me ask. Fixed load is defined in scaffold beam loads, but moving load is not defined. Do we need to remove the fixed load and enter the live load there? Do we think like normal beams and get 0.2? Thank you for your interest
 
Hello there; Change 0.2 fixed loads to 0 on scaffold beams. You can see the default values of the steel program for steel beams. Enter the fixed and live load for the scaffolding according to the slab path and the scaffold class specified in the regulation. The 0.1 t/m^2 load you see in the scaffolding report is the load added to stay on the safe side, which is also available in ASCE 7-05. Floor fixed and live loads can be changed in accordance with TS EN 12811-1 regulation and your scaffolding class. For detailed information, please review the TS EN 12811-1 regulation and
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