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United Facilities Criteria CD 1
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> Appendix B. Equations for Computing the Allowable Wall Loads Near Center - Continued
Appendix B. Equations for Computing the Allowable Wall Loads Near Center
Appendix C. Design Examples
Concrete Floor Slabs On Grade Sujected to Heavy Loads - index
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TM
5-809-12/AFM
88-3,
Chap.
15
Equations
for
Computing
the
Allowable
Wall
Load
Near
A
Free
Edge
B
8x
=
0.3224
(point
of
maximum
moment,
see
table in
Beams
on
Elastic
Foundations
by M.
Hetenyl)
B-2