Lec19, Shear flow in built up members Part 1

[@dogansahutoglu2073]

any reference book for the bolt spacing formula? Thanks big help

[@manuelnaves5361]

What happened if you have side members of the same size therefore there is not a moment of area (Q=yA=0)?

[@MechanicsofMaterialsLibre]

There is no shear flow transferred to those side elements and theoretically, there is not need to use fasteners. In practice, a minimum number of fasteners are used anyway.

[@m2390]

@@MechanicsofMaterialsLibre What is the minimum?

[@nomipakistanli]

wish there was a veryyyy little more detail on the theory...