the flange and the ear stress of 80 ME

Elements Of Electromagnetics
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11.5 For the symmetrical built-up section shown in figure 11.13, calculate the pitch
of the rivets in both the flange and the web. Assume a rivet diameter of 10
mm, an allowable shear stress of 80 MPa (ignore any other stresses), and a
shear force of 300 kN.
230 mm
20
12
90 mm x 90 mm x 10 mm
equal teg angles (x 4)
Figure 11.13
[Flange 47,6 mm; web 28,6 mm]
ww 009
Transcribed Image Text:11.5 For the symmetrical built-up section shown in figure 11.13, calculate the pitch of the rivets in both the flange and the web. Assume a rivet diameter of 10 mm, an allowable shear stress of 80 MPa (ignore any other stresses), and a shear force of 300 kN. 230 mm 20 12 90 mm x 90 mm x 10 mm equal teg angles (x 4) Figure 11.13 [Flange 47,6 mm; web 28,6 mm] ww 009
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