Open Front and Cantilever Diaphragms - The Analysis of Irregular Shaped Structures - page 218

F i g u r e 6.6 Open front both sides, interior shear walls in line.

= -

3200
80

v =- plfdiaphragm unit shearonlefttsideofgrid line2 40

2 L

VRV
R

=- = 7400 - 3200 =+ 4200 lb rightsideofgrid line2

2 2 2 L

4200
80

v = =+ .plf unit shearonright side offgrid line2 52 5

2 R

artofSW2

VVw
R + ′ =-′ =

() 2 4200 - 200 2 () = 3800 lb shearatst

22 2