Experimental Analysis of Pretensioned CLT-Glulam T-Section Beams

Table 1

Bending strength	fm,k	33 MPa
Tensile strength parallel to the grain	ft,0,k	23 MPa
Tensile strength perpendicular to the grain	ft,90,k	0.6 MPa
Compressive strength parallel to the grain	fc,0,k	45 MPa
Compressive strength perpendicular to the grain	fc,90,k	8 MPa
Shear strength	fv,k	4 MPa
Modulus of elasticity parallel to the grain	E0,mean	14,400 MPa
Modulus of elasticity parallel to the grain	E0,05	12,000 MPa
Modulus of elasticity perpendicular to the grain	E90,mean	800 MPa
Modulus of elasticity perpendicular to the grain	E90,05	660 MPa
Shear modulus	Gmean	850 MPa
Shear modulus	G0,05	700 MPa
Characteristic density	ρk	690 kg/m^3