5.86 The cast iron inverted T-section supports two concentrated loads of magni- tude P. The working stresses are 48 MPa in tension, 140 MPa in compression, and 30 MPa in shear. (a) Show that the neutral axis of the cross section is located at d = 48.75 mm and that the moment of inertia of the cross-sectional area about this axis is I = 11.918 x 106 mm“. (b) Find the maximum allowable value of P. P 1.0 m 1.0 m 15 mm 3 m 150 mm NA 15 mm 150 mm FIG. P5.86

Elements Of Electromagnetics
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Author:Sadiku, Matthew N. O.
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5.86 The cast iron inverted T-section supports two concentrated loads of magni-
tude P. The working stresses are 48 MPa in tension, 140 MPa in compression, and
30 MPa in shear. (a) Show that the neutral axis of the cross section is located at
d = 48.75 mm and that the moment of inertia of the cross-sectional area about this
axis is I = 11.918 x 106 mm“. (b) Find the maximum allowable value of P.
1.0 m
1.0 m
15 mm
3 m
150 mm
NA-
d
15 mm
150 mm
FIG. P5.86
Transcribed Image Text:5.86 The cast iron inverted T-section supports two concentrated loads of magni- tude P. The working stresses are 48 MPa in tension, 140 MPa in compression, and 30 MPa in shear. (a) Show that the neutral axis of the cross section is located at d = 48.75 mm and that the moment of inertia of the cross-sectional area about this axis is I = 11.918 x 106 mm“. (b) Find the maximum allowable value of P. 1.0 m 1.0 m 15 mm 3 m 150 mm NA- d 15 mm 150 mm FIG. P5.86
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