Q1/the nominal moment capacity (M.) for the column whose cross-section shown in the figure when the applied load causing zero strain at the third layer from left is nearest to: Given f=28 MPa, f=420 MPa. Plastic, centroid 190 190 190 1225 baca. All dimensions in mm 400

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Chapter10: Plate Girders
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Q1/the nominal moment capacity (M.) for the column whose cross-section shown in the
figure when the applied load causing zero strain at the third layer from left is nearest to:
Given f=28 MPa, f=420 MPa.
Plastic, centroid
190
190 190
1225 baca.
All dimensions in mm
400
Transcribed Image Text:Q1/the nominal moment capacity (M.) for the column whose cross-section shown in the figure when the applied load causing zero strain at the third layer from left is nearest to: Given f=28 MPa, f=420 MPa. Plastic, centroid 190 190 190 1225 baca. All dimensions in mm 400
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