Elasticity properties of wood studs are essential inputs for
the structural analysis of wood-stud wall systems.
A theoretical procedure was developed to determine the probability
distributions for the deflection-load relations of stud samples.
The procedure is based on the finite element analysis and a Monte-
Carlo type simulation and accounts...
The present method of design for walls does not
accurately predict the strength and stiffness of walls
because load sharing and composite action are not taken
into consideration. This results in the use of higher
strength materials and walls which are overdesigned.
A new method of design for walls using...