Wooden joists are used to support a floor load of 8.95 kPa exclusive of its own weight. The joists will
have an effective span of 5.42 m and be placed at 0.48 m on centers. The unit weight of wood is 7.5
kN/m3. Design the wooden joists so as not to exceed the allowable
a) Bending stress of 12.11 MPa
b) Shear stress of 0.96 MPa
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