Sawn Lumber Strengths and Resistances

Output:

Definitions
• ϕ = Resistance factor
• width, b = 38 mm
• depth, d = 140 mm
• Z-axis: horizontal axis parallel to "b"
• Y-axis: Vertical axis parallel to "d"
• Duration Factor, K_D = 1
• Service Factor, K_Sb = 1
• Treatment Factor, K_T = 1
• System Factor, K_H = b:1, v:1, c:1, t:1
• Size Factor, K_Z = b:1.4, v:1.4, t:1.3
Look up the species parameters
• S-P-F No.2 grade

  --> Table 6.4 - Structural joists and planks, structural light framing, and studs

  --> f_b: 11.8MPa, f_v: 1.5MPa, f_c: 11.5MPa, f_cp: 5.3MPa, f_t: 5.5MPa, E: 9500MPa, E₀₅: 6500MPa
Moment Resistance
M_rz=1.8 kNm M_ry=0.5 kNm
• mm³
• mm³
• MPa
• kNm
• kNm
Shear Resistance
V_r=6.7 kN
• mm²
• MPa
• kN
Compression Resistance
P_r=29 kN
• mm²
• MPa
• kN
• kN
• kN
Tension Resistance
T_r=34.2 kN
• mm²
• MPa
• kN
Stiffness
• mm⁴
• mm⁴
• MPa
• x10⁹ N mm²
• x10⁹ N mm²
User Notes:
User notes