Civil Engineering Reference
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F
i g u r e
11.8 In-plane offset segmented shear wall with gravity loads.
DL
wall
= 10
psf
V
roof
= 2000
lb totalshear at roof
V
2
=
3000
lb totalshear at
2
nd floor
nd
∑
V
=
5000
lbtotal shearatstfloor
1
1
st
Total dead load to wall sections:
Roof, second-floor wall:
DL
=+ =
150
10 8
()
230
plf
SW1
6
2
=
DL
hdr
=
150
450
lb
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