Experimental Analysis of Pretensioned CLT-Glulam T-Section Beams

Table 2

Bending strength	fm,k	24 MPa
Tensile strength parallel to the grain	ft,0,k	14 MPa
Compressive strength parallel to the grain	fc,0,k	22 MPa
Shear strength parallel to the grain of the boards	fv,k	2.5 MPa
Modulus of elasticity parallel to the grain of the boards	E0,mean	12,500 MPa
Shear modulus parallel to the grain of the boards	Gmean	460 MPa
Characteristic density	ρk	420 kg/m^3