Civil Engineering Reference
In-Depth Information
14.8
With the equivalent rigid-frame method, draw the shear and moment diagrams for the continuous beam shown
using factored loads. Service dead load including beam weight is 2.4 k/ft, and service live load is 3.2 k/ft. Place the live
load in spans 1 and 2 only. Assume the
Is
of the T beams equal two times the
Is
of their webs.
Analyses by Assuming P.I. Locations
14.9
Draw the shear and moment diagrams for member
AB
of the frame shown in the accompanying illustration if
points of inflection are assumed to be located at 0.15
L
from each end of the span. (
Ans.
max.
M
304 ft-k @
L
)
