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Design of Sawn Timber Columns and Compressive Members

Courses > Timber Design > Design of Timber Members > Design of Sawn Timber Columns and Compressive Members


Introduction on Design of Sawn Timber Columns and Compressive Members :

Timber columns are designed to resist 1) maximum compressive strength and 2) slenderness

 


Concepts and Formulas of Design of Sawn Timber Columns and Compressive Members:

Design requirements:

  1. The slenderness ratio Le/d for solid column shall not exceed 50 for service load and shall not exceed 75 for construction. Le=Ke´L is effective length of column, Ke is slenderness ratio, L is unsupported length of column.  For rectangular section, Le/d shall be evaluated in both directions.

  2. Maximum compressive stress, fc must not exceed allowable stress parallel to grain, F’c = Fc*CD*CM*Ct*CF*Cp

Where

Fc is allowable bending stress in NDS supplement.

CD is load duration factor, (see beam design)

CM is wet service factor, (use when moisture of timber is higher than 19%)

Ct is temperature factor, (when timber is used in temperature higher than 150°F)

CF is size factor, (apply only to visually graded sawn lumber members, and to round timber bending members, not apply simultaneously with Cv for glued laminated timber)

Cp is column stability factor (see below)

 

Slenderness ratio, Ke

 

Column stability factor Cp

According to NDS 3.7.1, column stability factor shall be determined as

  1. Fully supported laterally throughout its length, Cp=1.

  2. Otherwise, Cp shall be calculated as

C_p=frac{1+F_{cB}/F^*_c}{2c}-sqrt{[frac{1+F_{cB}/F^*_c}{2c}]^2-frac{F_{cB}/F^*_c}{c}}

Fc*=Compressive design value in NDS tables multiplied by all other adjustment factor except Cp,

FcE= KcE´E’/(Le/d)2,

KcE=0.3 for visually graded lumber and machine evaluated lumber, (note: KcE=0.418  for machine stress rated lumber and glued laminated timber),

C=0.8 for sawn lumber, (note: c = 0.85 for round timber piles and 0.9 for glued laminated timber).

 

Design procedure for timber column and compressive members:

  1. Select timber species and section.

  2. Calculate slenderness ratio for both axes, Lex/dx, Ley/dy, where Lex=Lx*Kex, Ley=Ly*Key.  Kex and Key, are slenderness ratios in x and y direction. Lx and Ly are unsupported length in x and y direction.

  3. Determine maximum compressive stress, f”c=P/A. P is column axial load.  A is cross section area.

  4. Determine allowable compressive stress, Fc*

Fc* = Fc´CD´CM´Ct´CF

Where

Fc is allowable bending stress in NDS supplement.

Cis duration factor,

Cis wet service factor, (use when moisture of timber is higher than 19%)

Ct is temperature factor, (when timber is used in temperature higher than 150°F)

CF is size factor, (apply only to visually graded sawn lumber members, and to round timber bending members, not apply simultaneously with Cv for glued laminated timber)

  1. Calculate elastic modulus

E'=E´CM´Ct

            Where E is modulus of elasticity in NDS supplement

  1. Calculate FcE= KcE*E'/(Le/d)2

  2. Calculate Cp

  3. Calculate allowable compressive stress,

F"c = Fc*´Cp



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