Maximum shear wall dimension ratios.
Maximum length of concrete shear wall.
Spacing of vertical reinforcement reduced to 48 inches.
1 which corresponds to 1 x 20 ft 30 ft 9 14 m or control joints spaced every 25 ft 7 62 m.
Shear due to loads v u design shear capacity ϕv n where ϕ 0 75 design shear capacity ϕv n design shear strength of concrete ϕv c design shear strength of reinforcement ϕv s ϕv n ϕv c ϕv s therefore v u ϕv c ϕv s shear force that concrete can resist without web reinforcement v c.
Maximum spacing of vertical and horizontal reinforcement is min 1 3 length of.
If you leave this entry blank it will be filled in for you by the program.
Wall length is the length of the wall section.
Wood structural panel unblocked 3 1.
Shear wall is a vertical structural element used to resist the lateral forces that are usually due to the wind and seismic loads.
These forces are acting in the plane of the wall by the cantilever action where the bending deformation governs if slender walls are concern and a truss action for short walls where the.
The program considers the effective shear length of the wall to be 0 8 wall length.
On centers in each face as vertical 5 18 in horizontal reinforcement.
This module allows the design of concrete shear walls including multi story walls with no openings but with up to five levels of differing length height and thickness.
Maximum length is the overall wall length offset.
Wall length 18 ft.
Reinforced wall with prescriptive reinforcement of detailed plain shear wall.
Reinforced shear wall 7 3 2 6.
Wood frame shear wall and diaphragm design ricky mclain ms pe se.
In this example the maximum spacing of 25 ft 7 62 m governs over the length to height ratio.
Enter the length to be used in the analysis of the particular wall section.
Diaphragm aspect ratio is ok.
On centers in each face as horizontal 4 16 in 1.
Per sdpws section 4 3 5 2 2008 requirement many examples ignore gravity loads example ftao shear walls.
5 bars at 18in.
Design for shear max.
Length of wall per sdpws section 4 3 5 2 anchor bolts or nails typical boundary member typical boundary member 2 min.
Type maximum length width ratio for an 84 x 34 diaphragm the aspect ratio is 2 5 3.
A length to height ratio of 1.
One of the main structural parts of a building structure is the shear wall.