Civil Engineering Reference
In-Depth Information
F
i g u r e
3.15 Bending delection, moment-area method, wind loads.
Therefore,
TT
EI
-
(
115 775 7 513 094 98 1728
1 4553
,
.
-
,
.
(
)
AC
-
CC
- ′
∆=
=
B
6
.
×
10
t
=
0 425
.
vs
.
0 411
.
′′
′′
The calculated deflection is close to the computer output, therefore OK.
The computer results for the deflection and moments are shown under the adjusted
moment diagram in Fig. 3.16, for comparison with the hand calculations. The method
of using a computer model for the bending deflection has been validated.
Search WWH ::
Custom Search