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fmr.y.d — kt crit ' km.a ' Jm,g fm,g,d fmr.y.d — 19.42 N/mm2

Bending strength of glulam beam greater than the bending stress and is satisfactory for this loading condition

7. Shear strength

The design load case will be due to a combination of self-weight of the beam plus the permanent and variable loading:

Design value for end shear force, Vd Vd =

Fd.p

Design shear stress, Tv.d

Design shear strength, /v,g,d,

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