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Extra resources for ASD/LRFD Manual, Manual For Engineered Wood Construction
Applicability of Adjustment Factors for Structural Glued Laminated Timber1 Load and Resistance Factor Design Fb′ = Fb CM Ct CL CV Cfu Cc KF φb λ Ft′ = Ft CM Ct KF φt λ Fv′ = Fv CM Ct KF φv λ Fc⊥′ = Fc⊥ CM Ct Cb KF φc λ Fc′ = Fc CM Ct CP KF φc λ E′ = E CM Ct Emin′ = Emin CM Ct KF φs 1. 6). Therefore, the lesser of these adjustment factors shall apply. 4 Special Design Considerations General The section contains information concerning physical properties of structural glued laminated timber members including specific gravity and response to moisture or temperature.
1, Specifications and Dimensions for Wood Poles, they must be regraded according to ASTM D3200 if they are to be used with the NDS. 2 Reference Design Values General Pile Reference Design Values The tables in NDS Chapter 6 provide reference design values for timber pole and pile members. These reference design values are used when manual calculation of member strength is required and shall be used in conjunction with adjustment factors specified in NDS Chapter 6. Reference design values for piles are provided in NDS Table 6A.
4 for information on calculating dimensional changes due to moisture or temperature. 4-1 provides specific gravity values for some of the most common wood species used for structural glued laminated timber. These values are used in determining various physical and connection properties. Further, weight factors are provided at four moisture contents. 2) is multiplied by the appropriate weight factor, it provides the weight of the structural glued laminated timber member per linear foot of length.