Maximum Length Of Concrete Shear Wall

In this example the maximum spacing of 25 ft 7 62 m governs over the length to height ratio.

Maximum length of concrete shear wall.

The program considers the effective shear length of the wall to be 0 8 wall length. Shear wall is a vertical structural element used to resist the lateral forces that are usually due to the wind and seismic loads. One of the main structural parts of a building structure is the shear wall. Diaphragm aspect ratio is ok.

Per sdpws section 4 3 5 2 2008 requirement many examples ignore gravity loads example ftao shear walls. Shear walls with multiple openings and no headers. Maximum length is the overall wall length offset. Wood frame shear wall and diaphragm design ricky mclain ms pe se.

1 which corresponds to 1 x 20 ft 30 ft 9 14 m or control joints spaced every 25 ft 7 62 m. Reinforced shear wall 7 3 2 6. Spacing of vertical reinforcement reduced to 48 inches. On centers in each face as horizontal 4 16 in 1.

4 bars at 16in. Type maximum length width ratio for an 84 x 34 diaphragm the aspect ratio is 2 5 3. Design for shear max. On centers in each face as vertical 5 18 in horizontal reinforcement.

If you leave this entry blank it will be filled in for you by the program. Maximum spacing of vertical and horizontal reinforcement is min 1 3 length of. 5 bars at 18in. Wood structural panel unblocked 3 1.

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. A length to height ratio of 1. Maximum shear wall dimension ratios. Wall length is the length of the wall section.

Reinforced wall with prescriptive reinforcement of detailed plain shear wall. Length of wall per sdpws section 4 3 5 2 anchor bolts or nails typical boundary member typical boundary member 2 min. Enter the length to be used in the analysis of the particular wall section. 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.