
This spreadsheet performs an analysis and
design of simply supported and cantilever,
steel beams bending about their X-X axis and
subjected to gravity loads. Beams can be
either with full restraint or without full
restrain.
Design is in accordance with BS 5950-1:1990.
Bending moments, shear forces and deflections
are computed at 1/60th positions along the
span and the maximums of these values are
used for the design. Self weight of the steel
section is automatically included in the
calculations. The moment capacity of the
section is calculated taking into account the
corresponding shear force and a reduction is
made as necessary. A check is made to see if
a shear bucking calculation is required and a
warning is issued. This spreadsheet also
contains a calculation sheet for checking
local web bearing and buckling.
Preferred Category/Keywords:
engineering, sturactural engineering, steel beam design, steel design.
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