Question

In order to reinforce the steel beam, an oak board is placed between its flanges as shown in Fig. 6-41a. If the allowable normal stress for the steel is (Onllow)st-168 MPa, and for the wood (Onllow)W-21 MPa determine the maximum bending moment the beam can support, with and without the wood reinforcement. Est-200 GPa, Ew-12 GPa. The moment of inertia of the steel beam is Iz-7.93 × 106 mm4 and its cross-sectional area is A 5493.75 mm2. 100 m 5 mm 105 mm 300mm →

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