of the beam
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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d) determine the ultimate capacity of the beam
Transcribed Image Text:600mm
Concrete cover = 40 mm
As' = 3 - 16 mm bars (fy =276 MPa)
As = 8- 25 mm bars (fy = 350 MPa)
fc' = 24 MPa
100 mm
a. determine the actual depth of the compression stess
400 mm
block
b. determine if the reinforcements yields
c. determine the nominal capacity of the beam
300 mm
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