## E

Eo.05

E0,mean

E90 ,mean E

mean Emean,fin

Ep,osb,90,mean

Ef Efd F

Fax, Ed Fax,Rd

Fax,Rk

Fd, ser

Ff,Rd

Fi,c,Ed

Fr rep

### Accidental action

Design value of an accidental action Cross-sectional area of a flange Cross-sectional area of a web A function of certain design properties of a material Modulus of elasticity of a material

Fifth percentile (characteristic value) of modulus of elasticity Mean value of modulus of elasticity parallel to the grain Mean value of modulus of elasticity perpendicular to the grain Mean value of modulus of elasticity Final mean value of modulus of elasticity

Mean value of modulus of elasticity parallel to the surface grain of plywood or OSB panel length

Mean value of modulus of elasticity perpendicular to the surface grain of plywood or OSB panel length

The effect of actions

Design value of the effect of actions

Action or force

Design axial force on a fastener

Design value of the axial withdrawal capacity of the fastener

Characteristic axial withdrawal capacity of the fastener

Compressive action or force

Design value of a force

Design force at the serviceability limit state

Design load capacity per fastener in wall diaphragm

Design compressive reaction force at the end of shear wall i

Design tensile reaction force at the end of shear wall i

### Design vertical load on wall i

Design racking resistance of panel i (when using method A) or wall i (when using method B) Characteristic value of an action or force Representative value of an action

Ep,osb,0,mean

### Tensile force

0jRk Characteristic load capacity of a connector along the grain Ed Design shear force per shear plane of fastener; horizontal design effect on wall diaphragm

Design load capacity per shear plane per fastener; design racking load capacity

Characteristic load capacity per shear plane per fastener Design shear force on web Design value of a force in the x-direction Design value of a force in the y-direction Permanent action

Fifth-percentile value of shear modulus Design value of shear modulus Lower design value of a permanent action Upper design value of a permanent action Characteristic value of a permanent action Characteristic value of permanent action j Lower characteristic value of permanent action j Upper characteristic value of permanent action j Characteristic value of permanent action j Mean value of shear modulus Second moment of area of a section Second moment of area of a flange Torsional moment of inertia Second moment of area about the strong axis Second moment of area about the weak axis Slip modulus of a fastener or connector for the serviceability limit state at the instantaneous condition ser,fin Slip modulus of a fastener or connector at the final condition

Slip modulus of a fastener or connector for the ultimate limit state at the instantaneous condition Md, Design moment

Myd; Mzd Design moment about the principal y-y axis and the z-z axis My Rk Characteristic yield moment of fastener N Axial force

Qk Characteristic variable action

Qk,; Characteristic value of accompanying variable action i

R90,d Design splitting capacity

R90,k Characteristic splitting capacity

Rax,d Design load capacity of an axially loaded connection

Rax,k Characteristic load capacity of an axially loaded connection

Rax,a,k Characteristic load capacity at an angle a to the grain Rd Design value of load capacity of the resistance

Ref,k Effective characteristic load capacity of a connection

R;,v,d Design racking capacity of a wall

Rk Characteristic value of the resistance

Fv,Rd

Fv,Rk

G0,05

Gd,inf Gd,sup

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