Hi, I have seen many blacksmith farmers online who have tried their hand at building this pitchfork spade for hoeing the garden and vegetable patch. I would also like to make one by recycling metal material, but I would like to make it light, robust and functional, otherwise instead of being...
thanks for the valuable suggestions that give me inspiration for many reflections, in the case of the bridge crane I think I should set up a sturdy scaffolding to put in place the side colonnade and install the crosspieces of the support rails for the crane. I have to make evaluations thanks again
thank you for your precious intervention. I took some measurements and made some calculations, I thought that on 10 meters of length there would be 2 side colonnades of 5 columns to support the two side rails for the travel ways of the bridge crane, or 10 total columns of at least 3 meters in...
I built the jib crane and it passes over it, I built the gantry crane but it has narrow legs, I think that to operate on the lathe you need an overhead crane, 500kg, 1000kg I think is enough it is 2 meters long tip and tip height 25 cm I think that very heavy pieces I won't lift and place on...
DIY bridge crane advice help:
hi sorry for the question for a room 4 meters wide about 10 meters long and 3.30 meters high I would like to install a structure for an overhead crane or the pillars, the upright columns and the crosspieces with the runways and the rails on which to move the...
thank you for your kind help, I should also build a small mobile scaffolding equipped with wheels and side hoist to set up the structure and carry out the work in elevation.
the pillars of the attic are 2.70 cm
I would like to make the cover above 2.30 cm lower and 1.80 cm higher,
the chevron braces I don't know how to conceive and size to counteract the action of lateral wind gusts. thank you.
:dontknow::confused:
thanks for the valuable advice basically I should make real plinths, I wanted to make an assembly jig a template and make the holding plates and insert them directly into the rebars that come out of the attic and then bend them hot with a torch , but I think they are ineffective and unsuitable...
Thanks your precious suggestions I understood that I had to use the top of the pillar as a plinth with the structural node, but I don't know how to anchor it firmly, I'm afraid that the surface of the roof becomes a sail and flies during strong gusts of wind. one thing if I may ask, I should...
in essence " on the structural node corresponding to the pillar upright column I should make a correct plinth, in correspondence with the beam of the attic you say not to drill and put the expansion pins to anchor the holding plates to the attic correct? I do the roof lower than 2.50 meters as...
you say that the videos of the roofs are conceived with a "pig's eye", or very approximate, a question, if I may, could someone tell me about the chevron beams, in Italian I think they are bolts or braces, they are connected to the risers and crossbars of the vertical beams by means of plates...
practically the engineer told me to take into account 400-600 kg per square meter, but we are at sea level it does not snow the problem is the wind therefore he suggests me to insert bracing bolts chevron beams to counteract the lateral action and the thrust of the wind , they are deadly gusts...
I'm sorry again, I don't understand if you're Italian anyway, forgive me again a misunderstanding has arisen translating the various messages sorry again, going back to the topic, I don't have to build an illegal building but a provisional temporary structure to protect the building from...
320 / 5.000
I don't play the mandolin, I'm not a godfather and I pay a lot of taxes perhaps it's you who calls Southerners southerners, forgive me, I didn't want to offend anyone, anyway going back to my problem and clarified the misunderstanding how I could solve it making a temporary metal...
yes just a cover a sturdy roof to protect the attic from rain and storms, it shouldn't snow but the wind is strong, could you kindly attach some photos or drawings of beams or columns that I could use as an example to make my roof, thank you, sorry if are too intrusive and pretentious, thanks...
I lifted an 800 kg generator set, it should hold about 2 tons, I didn't immediately post the photos as I had so many difficulties when I opened the discussion of the trusses I saw that I had left the message unfinished and I inserted the photo, thank you very much everything, if you think it...
I would like to make a metal roof not further raise the building, in which case I would commit a crime of abuse and would be penalized as well as economically, thanks
in the reinforcing bars I would like to weld plinth-type plates and on them weld tubular metal columns or H-beams and on them...