1 0.25 m, width = 12 mm. The The following figure depicts an aluminum I beam of height h b= 0.2 m, flange thickness ta = 16 mm, and web thickness tw beam is reinforced by two layers of unidirectional composite material of 5 mm. The section is subjected to an axial force N₁ The Young's moduli for the aluminum and unidirectional composite are Ea 73 GPa and Ec= 140 GPa, respectively. = = 500 kN. = (a) Compute the axial stiffness for this structure. (b) Compute the maximum axial stress in both the aluminum and composite layers. thickness te H b h

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= 12 mm. The
The following figure depicts an aluminum I beam of height h = 0.25 m, width
b = 0.2 m, flange thickness ta = 16 mm, and web thickness tw
beam is reinforced by two layers of unidirectional composite material of
thickness to = 5 mm. The section is subjected to an axial force N₁ = 500 kN.
The Young's moduli for the aluminum and unidirectional composite are Ea
73 GPa and Ec 140 GPa, respectively.
=
(a) Compute the axial stiffness for this structure.
(b) Compute the maximum axial stress in both the aluminum and composite
layers.
CS Scanned with CamScanner
1₁
I
h
t₂
I
b
po
Transcribed Image Text:= 12 mm. The The following figure depicts an aluminum I beam of height h = 0.25 m, width b = 0.2 m, flange thickness ta = 16 mm, and web thickness tw beam is reinforced by two layers of unidirectional composite material of thickness to = 5 mm. The section is subjected to an axial force N₁ = 500 kN. The Young's moduli for the aluminum and unidirectional composite are Ea 73 GPa and Ec 140 GPa, respectively. = (a) Compute the axial stiffness for this structure. (b) Compute the maximum axial stress in both the aluminum and composite layers. CS Scanned with CamScanner 1₁ I h t₂ I b po
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