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A Composite Beam Is Made Up of a 90 Mm Es=190GPa)\left.E_{s}=190 \mathrm{GPa}\right)

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A composite beam is made up of a 90 mm ⫻ 160 mm wood beam . Allowable stresses in wood and steel are 6.5 MPa and Es=190GPa)\left.E_{s}=190 \mathrm{GPa}\right) (Ew=11GPa)\left(E_{w}=11 \mathrm{GPa}\right) and a steel bottom cover plate (90 mm ⫻ 8 mm,
110 MPa, respectively. The allowable bending moment about the z axis of
The composite beam is most nearly: (A) 2.9kNm 2.9 \mathrm{kN} \cdot \mathrm{m}
(B) 3.5kNm 3.5 \mathrm{kN} \cdot \mathrm{m}
(C) 4.3kNm 4.3 \mathrm{kN} \cdot \mathrm{m}
(D) 9.9kNm 9.9 \mathrm{kN} \cdot \mathrm{m}

 A composite beam is made up of a 90 mm ⫻ 160 mm wood beam . Allowable stresses in wood and steel are 6.5 MPa and  \left.E_{s}=190 \mathrm{GPa}\right)   \left(E_{w}=11 \mathrm{GPa}\right)  and a steel bottom cover plate (90 mm ⫻ 8 mm, 110 MPa, respectively. The allowable bending moment about the z axis of The composite beam is most nearly: (A)   2.9 \mathrm{kN} \cdot \mathrm{m}   (B)   3.5 \mathrm{kN} \cdot \mathrm{m}   (C)   4.3 \mathrm{kN} \cdot \mathrm{m}   (D)   9.9 \mathrm{kN} \cdot \mathrm{m}


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