Its for mechanical engineering. The beam will be used as a support to hoist some equipment, but the boss hasn't given any instructions for how much deflection is allowed. I've been trying to find some standard or codes, but there are many different opinions on how much is allowed. I've seen it...
Hi.
I am working on a task which requires me finding the maximum allowed deflection on an HE240B beam. The beam is 10 meters long with a support at 5 meters. I have found the formula on how much it will deflect, but need to know how much it is allowed to deflect.
Thanks