, 1 2 Stress
0
Tave
0b
example MPa for both sections
stress 150
allowbe normal
smallest d.dz
Ex
example 2
wood
joint width 150mm
a a b b
magnitude ofaverage shear
stress along planes
0
Tave
0b
example MPa for both sections
stress 150
allowbe normal
smallest d.dz
Ex
example 2
wood
joint width 150mm
a a b b
magnitude ofaverage shear
stress along planes