Shear Splices between Slabs
In RISAFoundation v8, you can add a shear splice between slabs so that it...
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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In RISAFoundation v8, you can add a shear splice between slabs so that it...
In RISAFoundation, the user has the ability to manually draw a single...
The new ACI 318-14 code has been implemented into RISA-3D V14, RISAFloor...
The new ACI 318-14 code has been implemented into RISA-3D v14, RISAFloor...
The batter dimensions can be set from Wall Footing Definitions:
In RISAFoundation, Design Strips are used to create regions in a slab for...
RISAFoundation has the ability to change the Local Axes for slabs. This is...
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RISAFoundation has the ability to define different types of wall footings....
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