he slab has beam between all supports which are poured monolithically with the slab as shown in the Figure below. The slab thickness is 150 mm. Use fy = 414 MPa and f’c = 21 MPa. Assume Ec be the same for slab, beam and column. The slab carries a uniform live load pressure of 5.7 kPa and a uniform dead load pressure of 4.83 kPa (including
he slab has beam between all supports which are poured monolithically with the slab as shown in the Figure below. The slab thickness is 150 mm. Use fy = 414 MPa and f’c = 21 MPa. Assume Ec be the same for slab, beam and column. The slab carries a uniform live load pressure of 5.7 kPa and a uniform dead load pressure of 4.83 kPa (including
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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The slab has beam between all supports which are poured monolithically with the
slab as shown in the Figure below. The slab thickness is 150 mm. Use fy = 414
MPa and f’c = 21 MPa. Assume Ec be the same for slab, beam and column. The
slab carries a uniform live load pressure of 5.7 kPa and a uniform dead load
pressure of 4.83 kPa (including self-weight). Use 12 mm ∅ main bars and 10 mm
∅ temperature bars.
a. Compute the moment assigned to the slab at X in the Figure along the span BC.
b. Compute the moment assigned to the slab at Y in the Figure along the span AB.
c. Compute the moment assigned to the slab at W in the Figure along the span
AD.
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