Русские видео

Сейчас в тренде

Иностранные видео


Скачать с ютуб Beam to Beam Steel Connection | Bolted connections | shear connections | steel fabrication | 3d в хорошем качестве

Beam to Beam Steel Connection | Bolted connections | shear connections | steel fabrication | 3d 1 год назад


Если кнопки скачивания не загрузились НАЖМИТЕ ЗДЕСЬ или обновите страницу
Если возникают проблемы со скачиванием, пожалуйста напишите в поддержку по адресу внизу страницы.
Спасибо за использование сервиса savevideohd.ru



Beam to Beam Steel Connection | Bolted connections | shear connections | steel fabrication | 3d

A bolted connection for beam to beam shear connection involves using high-strength bolts to connect the two beams together. The bolts are typically installed in a staggered pattern along the length of the connection to distribute the load evenly between the bolts. The bolts are tightened to a specific torque value to ensure that the connection is strong and secure. It is important to ensure that the bolts and the holes they are installed in are properly sized and aligned, and that the bolts are tightened to the correct torque value. We do 3D & 2D steel detailing and will deliver good quality Fab/placing drawing and material takeoff at fair pricing. Connect with us for your enquires/questions Website: https://www.greyspace-es.com/ ************************************************************************ Call / WhatsApp India : +91 95660 92239 : +91 88707 59644 ************************************************************************* Call / WhatsApp Netherlands : +31 - 687874373 ************************************************************************* Facebook:   / greyspaceengineeringservices   Instagram:   / greyspaceengineeringservices   Twitter:   / greyspaceengser   LinkedIn:   / greyspace-engineering-services   ************************************************************************************* #beamtobeamconnection #steelconnections #steelconstruction #steelfabrication *************************************************************************************

Comments