Q:Is it easier to build a disc scaffolding system than a bowl buckle scaffold?

. The utility model is mainly used for a light frame and a background frame of a large-scale concert Disc type multifunctional scaffolding, after the bowl buckle scaffold after the upgrading of products. The socket diameter of 133mm scaffold, 10mm thick disc, 8 hole disc, adopting 48*3.5mm, Q345B pipe master component, the vertical rod is in the pipe length of every 0.60m welding on a disc, rail connection using this novel and beautiful disc, the bottom with the connecting sleeve. The cross bar is made of a plug with a plug welded on both ends of the steel pipe.

Q:I really want a scaffold piercing and I can pay for it, I get good grades, I do all the chores I have to do, I spoke to them calmly and everything. Yet they still won't let me. My dad said that I will be grounded forever and everything but last time I got grounded, I went to a party the next day so what should I do?

im talking from experience-scaffold piercings are VERY painful, and take a long time to heal. so there wouldnt be any way you could take it out to hide it for a good few months! it really isnt a great piercing to get unless you can openly look after it properly. anyway you shouldnt disregard what your parents say...i know thats what you want to do!lol really though, its very painfull!

Q:Im 18 years old and maleI have 4 piercings. On my left I have my lobe and a double helix (a type of cartilage piercing). On my right I have a scaffold/industrial. I know I want another piercing on my right ear, but cant decide what to get. Any input is greatly appreciated.

conch would look great and not make it look to cluttered go for it :)

Q:A scaffold is constructed by placing two supports under a 13 ft, 9 in (a) board weighing 84 lbs. The supports are each 2 ft, 8 in (b) from their respective ends. Two painters stand on the board; one weighs 158 lbs and stands 4 ft, 11 in (c) from the left end of the board. Where must the 222 lbs painter stand so that each support carries the same weight? (express your distance in feet from the right end of the board (d).)please help!! thanks(:

Total weight = 222 + 158 + 84 = 464 lb So, each support must carry 232 lbs Working in inches: Take moment about Right hand end Board is assumed to be uniform - CG is at the center (232 x 32) + (232 x 133) = (158 x 106) + ( 84 x 82.5 ) +(222 x d)7424 + 30856 = 16748 + 6930 + 222d 222d = 14602 d = 65.77 inches Distance of 222 lb painter should be 5ft 5.77inches from Right end

Q:What does Scaffolding mean in the educational talk?

Yep the above is correct .. it's the way people (students) break down and explain certain things... With LOve...x

Q:At 16 I took my bros 16 gauge piercing needle and pierced my left cartilage and it didn't hurt at all.... and I have a tattoo as well and I laughed through it. So pain isn't huge when it's a small amount.

Gosh Industrial do hurt I'm not going to lie. Cartilage piercings don't hurt. But industrials are really hard to take care of. If you can handle pain then get it. They're worth it but they do hurt.

Q:scaffolding business?

scaffolding business would refer to building the business up in steps that are connected. A gradual increase, building up from what is already in place.

Q:I know people have different pain thresholds. But I was wondering if it was more painful than a lobe piercing? It will be done with a needle and are they aloud to freeze it? Or is it not needed?

I got my lobes pierced 5 years before my industrial so I can't compare the pain but everyone says industrial. Idk if they can freeze or not. The pain is completely tolerable.

Q:If you have two workers say standing on a scaffolding, their are downward forces from the weight of the workers along with the weight of the scaffold, and upward forces from tension suspending the scaffolding in place. The opposite forces add to zero and thus the scaffolding remains at rest.My question has to do with what would occur if more/less workers were on the scaffolding. It appears to me that the scaffolding would always remain at rest. Would there always be a ΣF=0 regardless of the amount of workers? As the decreases in weight from removing a worker would also cause the tension force to be weaker? And vice versa if there were more workers?I

You are correct so long as the scaffolding is not allowed to move. I.e. the cables suspending it are locked and not unwinding from their spools as more workers get on. More weight added would necessarily increase the tension in this type of case. However, if, when another worker got on and the tension could not increase for what ever reason, a downward acceleration would take place that is proportional to the worker's weight. Hope that clears things up.

Q:Do the external wall decoration (from the top down to do) scaffolding is to wait until after the completion of the indoor and outdoor decoration before the demolition?If the first interior decoration, can make a layer of a layer of it is to remove all the work finished I mean I finished all the interior decoration, wall decoration only, then I do a wall decoration on the demolition of a layer of scaffolding, this site useful no

Two, removal of scaffolding, should meet the following requirements:1, the demolition work must be from top to bottom layer by layer, prohibited from top to bottom operation at the same time;2, even the wall must be removed with the scaffolding layer by layer, is strictly prohibited even after the first wall or a few layers of the demolition of the demolition of the scaffolding; demolition of the height difference should not be greater than 2 steps, such as the height difference is greater than the step, should be added to strengthen the wall;3, when the scaffolding down to the bottom of a long rod height (about 6.5m), should be in the appropriate position to set up temporary support reinforcement, and then dismantle the wall;4, when the scaffolding to take the sub section, the demolition of the sub elevation, the demolition of the scaffold should not be removed at both ends, should be added to the wall and lateral oblique reinforcement.