scaffolding project

Re: scaffolding project Hello; First of all, you can get information about the details at
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. * Piers are not designed under earthquake loads. You can find these details in the regulations attached at the link above. For this reason, you must enter the building importance coefficient as 0 in the program. * As you can see in the image, you need to make adjustments from the freedoms in the menus of the beams except for the console beams. * It will be useful to examine the fixed load live load deflection rules for flooring by examining the regulations again. You can change the ratios for deflection limit control from the design menus of the beams. You entered as l/180, but the deflection limit is seen as l/100 in the scaffolding regulations. Good work.
 
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