Equivalent Frame Method
Assumptions
Assumptions
The bending moments and shear forces may be
determined by an analysis of the structure as a
continuous frame and the following assumptions may
be made:
a) The structure shall be considered to be made up
of equivalent frames on column lines taken
longitudinally and transversely through the
building. Each frame consists of a row of
equivalent columns or supports, bounded
laterally by the centre-line of the panel on each
side of the centre-line of the columns or
supports. Framesadjacent'and parallel to an edge
shall be bounded by the edge and the centre line of
the adjacent panel.
b) Each such frame may be analyzed in its entirety,
or, for vertical loading, each floor thereof and
the roof may be analyzed separately with its
columns being assumed fixed at their remote
ends. Where slabs are thus analyzed separately,
it may be assumed in determining the bending
moment at a given support thattheslabisfixed
at any support two panels distant therefrom
provided the slap continues beyond the point.
c) Forthe purpose of determining relative stiffness
of members. the moment of inertia of any slab
or column may be assumed to be that of the
gross cross-section of the concrete alone.
d) Variations of moment of inertia along the axis
of the slab on account of provision of drops shall
be taken into account. In the case of recessed
or coffered slab which is made solid in the
region of thecolumns. the stiffening effect may
be ignored provided the solid part of the slab
does not extend more than 0.15'eI' into the span
measured from the centre-line of the columns.
The Stiffening effect of flared column heads may
be ignored.