Lean Construction

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By Dr. Attaullah ShahSwedish College of
Engineering and Technology Wah Cantt.

• Reinforced Concrete Design-2
• Introduction

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Structural Systems
Flat plate floor system

• One way floor system

Flat plate floor system with thickened column pad
One way floor joist system
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Folded plate roof system
Cylindrical plate roof system
Napoleon Bridge- FL 1300ft
Spherical plate roof system
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Load Combinations
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Fundamental Assumption in RCC design
1. A cross section that was plane before loading
remains plane under load means that the stain in
beam is proportional to the distance from the
axis. 2. Within the proportionality limit, the
stress at the in a fiber is proportional to
distance of the point from neutral axis. Beyond
this point, the stress at any point is equal to
stress corresponding to the strain at that point
on stress strain diagram.
3. The distribution of shear stress depends on
the stress strain diagram and shape of the cross
sec. The shear stress is largest at the neutral
axis and zero at the outer fiber. 4. Due to
combined effect of normal and shear stresses, the
inclined stresses in compression and tension
result. The maximum inclined stress is given as
t f/2 vf /4 ?2 where f
intensity of normal fiber stress and v intensity
of tangential stress 5. When the stresses in the
outer fibers are less than proportionality limit,
then the beam behaves elastically. - The
neutral axis passes through the centre of gravity
of the section. - The bending stresses are
proportional to the distance from the neutral
axis
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• The bending stress at any point of the cross
  section is given as
• The maximum bending stress at the outer fiber is
  given as
• Where cdistance from n.a and c/I is sectional
  Moduls S
• The shear stress at any point is given as v
  VQ/Ib

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Behavior of Reinforced Concrete beams
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