Question

The simply supported beam shown in Figure P8.48a/49a carries a uniformly distributed load ww on overhang BCB C. The beam is constructed of a Southern pine [ E=12GPa]E=12 \mathrm{GPa}] timber that is reinforced on its upper surface by a steel [E=200GPa[E=200 \mathrm{GPa} ] plate (Figure P8.48bl 49b49 b ). The beam spans are L=4 mL=4 \mathrm{~m} and a=1.25 ma=1.25 \mathrm{~m}. The wood beam has dimensions of bw=150 mmb_w=150 \mathrm{~mm} and dw=280 mmd_w=280 \mathrm{~mm}. The steel plate dimensions are bs=230 mmb_s=230 \mathrm{~mm} and ts=6 mmt_s=6 \mathrm{~mm}. Assume that the allowable bending stresses of the wood and the steel are 9MPa9 \mathrm{MPa} and 165MPa165 \mathrm{MPa}, respectively. Determine the largest acceptable magnitude for distributed load ww. (You may neglect the weight of the beam in your calculations.)

Solution

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Given:\bold{Given:}

  • Modulus of elasticity of the Southern pine timber, EwE_{\text{w}} = 12 GPa12~\text{GPa}
  • Modulus of elasticity of the steel plate, EstE_{\text{st}} = 200 GPa200~\text{GPa}
  • Length of segment ABAB, LABL_{AB} = 4 m4~\text{m}
  • Length of segment BCBC, LBCL_{BC} = 1.25 m1.25~\text{m}
  • Base of the wooden beam, bwb_{\text{w}} = 150 mm150~\text{mm}
  • Depth of the wooden beam, dwd_{\text{w}} = 280 mm280~\text{mm}
  • Base of the steel plate, bstb_{\text{st}} = 230 mm230~\text{mm}
  • Thickness of the steel plate, tstt_{\text{st}} = 6 mm6~\text{mm}
  • Allowable bending stress of the wood, σallow (w)\sigma_{\text{allow (w)}} = 9 MPa9~\text{MPa}
  • Allowable bending stress of the steel, σallow (st)\sigma_{\text{allow (st)}} = 165 MPa165~\text{MPa}

Required:\bold{Required:}

  • Neglecting the weight of the beam, determine the largest acceptable magnitude for distributed load ww.

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