03/L Compute the design moment strength of the beam shown in Fig.3, fy= 420 MPa and fe = 28 MPa. Are the steel percentages sufficient to ensure tensile behavior? Es=200000 MPa. %3D 1100- 120 650 Fig.3 8000 400 All dimension in mm

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03/1 Compute the design moment strength of the beam shown in Fig.3, fy= 420 MPa and fe = 28 MPa. Are the
steel percentages sufficient to ensure tensile behavior? Es=200000 MPa.
%3D
1100
120
650
Fig.3
B000
400
All dimension in mm
Transcribed Image Text:03/1 Compute the design moment strength of the beam shown in Fig.3, fy= 420 MPa and fe = 28 MPa. Are the steel percentages sufficient to ensure tensile behavior? Es=200000 MPa. %3D 1100 120 650 Fig.3 B000 400 All dimension in mm
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