Civil Engineering As= 1521mm2 The size of the I girder, material strengths, and material safety factors are given in the figure and table. Calculate the ultimate moment capacity of the box section under pure bending. fck(MPa) 35 fyk(MPa) 500 -250 300 ymc 1.5 1.15 yms h(mm) d'(mm) 740 40

Civil Engineering As= 1521mm2 The size of the I girder, material strengths, and material safety factors are given in the figure and table. Calculate the ultimate moment capacity of the box section under pure bending. fck(MPa) 35 fyk(MPa) 500 -250 300 ymc 1.5 1.15 yms h(mm) d'(mm) 740 40

Steel Design (Activate Learning with these NEW titles from Engineering!)

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter5: Beams

Section: Chapter Questions

Problem 5.2.1P

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Civil Engineering
As= 1521mm2
The size of the I girder, material strengths, and
material safety factors are given in the figure
and table. Calculate the ultimate moment
capacity of the box section under pure bending.
fck(MPa)
35
fyk(MPa)
500
-250 300
ymc
1.5
1.15
yms
h(mm)
d'(mm)
740
40

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