effective depth, d=900mm. The slab has a thickness, h = 250mm with effective depth, d=200mm. The slab is subjected to superimposed dead and live loads of 5.0kN / (m ^ 2) and 6.0kN / (m ^ 2) respectively in addition to its self-weight. The slab is reinforced with flexural
effective depth, d=900mm. The slab has a thickness, h = 250mm with effective depth, d=200mm. The slab is subjected to superimposed dead and live loads of 5.0kN / (m ^ 2) and 6.0kN / (m ^ 2) respectively in addition to its self-weight. The slab is reinforced with flexural
Steel Design (Activate Learning with these NEW titles from Engineering!)
6th Edition
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Author:Segui, William T.
Publisher:Segui, William T.
Chapter9: Composite Construction
Section: Chapter Questions
Problem 9.1.3P
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Question 2:
Figure 2 shows the beams layout of a reinforced concrete building. The concrete compressive strength, f_{c} = 28MPa and the reinforcing steel yielding strength, f r =420MPa. Beam B2 has a rectangular cross section of width, b = 450mm and thickness, h = 450mm with effective depth, d = 390mm and Beam B1 has a rectangular cross section of width, b = 450mm and thickness, h = 1000mm with effective depth, d=900mm. The slab has a thickness, h = 250mm with effective depth, d=200mm. The slab is subjected to superimposed dead and live loads of 5.0kN / (m ^ 2) and 6.0kN / (m ^ 2) respectively in addition to its self-weight. The slab is reinforced with flexural bottom bars of Ø16/150mm. Check the slab to carry the applied loads.
Transcribed Image Text:Question 2:
Figure 2 shows the beams layout of a reinforced concrete building. The concrete compressive strength, f
28MPa and the reinforcing steel yielding strength, f, 420MPa. Beam B2 has a rectangular cross section of
width, b= 450mm and thickness, h= 450mm with effective depth, d= 390mm and Beam B1 has a rectangular
cross section of width, b= 450mm and thickness, h= 1000mm with effective depth, d= 900mm. The slab has a
thickness, h= 250mm with effective depth, d= 200mm. The slab is subjected to superimposed dead and live
loads of 5.0kN/m² and 6.0kN/m² respectively in addition to its self-weight. The slab is reinforced with flexural
bottom bars of Ø16/150mm. Check the slab to carry the applied loads.
A=201
11-
Solution: Cox section.
Wu=23.1Nm
B1
kr 250
beloon
ila b
5-5
616/150mm =
30.25x25 =
ds200mm.
=d=5 kN/m²
-- 6 kN/m²
Wildbo.
W 1.4 (6.25 +5)
6.25
15.45
5.50-
B2
82
B1
11.00
Figure 2: Beams layout for question 2.
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