Shear Wall Panel Design

All wall segments must meet the shear wall aspect ratio requirements of ibc table 2305 3 4 which for wind design is 3 5 1.

Shear wall panel design.

2306 3 1 2306 3 2 or 2306 3 3 shall be permitted. Wood structural panel shear walls are permitted to resist horizontal forces using the allowable capacities where panels are fastened to framing members with staples requirements and limitations of af pa sdpws shall be met and the allowable shear values set forth in table 2306 3. Note that the 2006 ibc section 2305 3 9 allows for wind conditions the shear capacity of the gypsum sheathing to be added to the wood structural panel capacity. These are the vertical member of the building structures.

Anchorage hold downs shear ties shear panel proportions h w deflection. For the design of shear walls with openings the designer has the option of using the segmented perforated or force transfer around openings classifications. Two weeks ago i had the chance to present to the young members group of the structural engineering association of metro washington on the topic of multi story light frame shear wall design with all of the large firms in the d c. Three shear wall types design considerations.

Area it wasn t a big surprise to find out that only about one third of the group had experience with light frame shear wall design. In the high rise buildings we mainly use these walls. A shear wall is an rcc structural member used in a frame structure to resist the lateral forces develop by winds or seismic forces generated due to the earth quicks.