Civil Engineering Reference
In-Depth Information
c
h
q
u
=P
u
/A
f
Figure 7-1 Reinforced Footing
c
1
+ d
Critical section, b
o
,
for two-way shear
b
o
= 4(c
1
+ d)
c
1
c
1
+ d
b
w
Critical section for
beam shear
c
1
d
c
Tributary area for two-way shear
Tributary area for wide-beam shear
Figure 7-2 Tributary Areas and Critical Sections for Shear in Footings
Search WWH ::
Custom Search