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CONTENTS
Introduction to panelled beams
Types of panelled beams
Design of paneled beams
Chapter 9 Problems
CHAPTER 9 PROBLEMS
(1) Discuss the main concepts of panelled
beams slabs.
(2) For the shown figure, design all slabs
and all beams.
Use Fcu=250 kg/cm2=, Fy=3600 kg/cm2,
L.L.=100 kg/m2, P=10 ton.