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Engineering · Civil Engineering
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[Philpot 9.45]. A wooden beam is fabricated by gluing four dimension lumber boards, each 40-mm wide and 90-mm deep, to a 32x400 plywood web. The section has an allowable bending stress of 6 MPa, an allowable shear stress in the plywood of 640 kPa, and an allowable shear stress in the glued joints of 250 kPa. a) Determine the maximum allowable bending moment in kN.m that the section can carry b) Determine the maximum allowable shear force in kN that the section can carry based on allowable shear stress in the plywood material. Hint: Evaluate for maximum shear stress. c) Determine the maximum allowable shear force in N that the section can carry based on allowable shear stress in the glued joint. Hint: Evaluate Q for the connection interface. IAns. to check: Vmar 6.14 kNJ d) Choose the controlling maximum allowable shear force in kN from the limits of b) and c). 112 mm 90 mm (typ) 400 mm 32 mm

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