Determine the nominal moment strengt of the irregular beam shown. Assume the area of 25 mm rebar is 510 sq. mm.  Given:  a.) fc' = 35 MPa; fy= 413.70 MPa b.) fc' = 21 MPa; fy = 413.70 MPa

Structural Analysis
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Chapter2: Loads On Structures
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Determine the nominal moment strengt of the irregular beam shown. Assume the area of 25 mm rebar is 510 sq. mm. 

Given: 

a.) fc' = 35 MPa; fy= 413.70 MPa

b.) fc' = 21 MPa; fy = 413.70 MPa

3-25mm Ø
300mm
300mm
d = 537.50 mm
600mm
Transcribed Image Text:3-25mm Ø 300mm 300mm d = 537.50 mm 600mm
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