Wood Wall Panels - Straps vs Hold-Downs
With the recent release of RISA-3D v17 the program now offers the user the...
Key Highlights In the formula Le = K L, the K-factor is essentially a "penalty" or "bonus" based on end-restraint stiffness. As effective length increases, the critical buckling load decreases exponentially. A dimensionless coefficient that adjusts for end restraints. K=1.0 for a standard pinned-pinned column; K=0.65 for a rigid fixed-fixed column; and K=2.1 for a precarious cantilever (fixed-free). Effective length is the numerator in the slenderness ratio (KLr), which determines if a column is classified as "short," "intermediate," or "long." Structural engineers define the effective length (Le or KL) of a column as the equivalent length of a "perfect" pinned-pinned column that would have the same buckling capacity as the actual column being analyzed. It is calculated by multiplying the physical unbraced length (L) by an effective length factor (K). While the unbraced length is a purely geometric measurement, the distance between lateral supports, the effective length is a stability parameter that accounts for the column's boundary conditions (how the ends are attached) and whether the frame can sway laterally. Why Effective Length Matters and The Physics of Buckling The primary reason engineers calculate effective length is to predict Euler Buckling. Most columns in modern construction are not "short and…
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With the recent release of RISA-3D v17 the program now offers the user the...
The new AWC NDS 2018 code has been implemented into RISA-3D v17.0 and...
The latest releases of RISAFloor and RISA-3D include the following updates...
The new CSA O86-14 code has been implemented in RISA-3D v15.0 and...
Mechanically graded wood materials have been added for the AWC NDS 2015...
The latest versions of RISA-3D and RISAFloor now incorporate the AWC NDS...
You may notice discrepancies in the wood design values when comparing RISA...
Timber design per the Canadian CSA 086-2009 design code is now available....
In RISAFloor, the beams are susceptible to two forms of buckling; Euler...
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