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4. Determine the maximum uniform distributed load w0 that can be supported by the wood beam reinforced by the steel channel i
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ABD Wo mm A A B4 By 8 8 Ay equilibrium equations EMA=0 By X8 – Wo X 16x8 = 0 By = 16 Wo [ Fy=0 Ay 16XW0-16 Wo=0 moment diammar 32 Wo Hogging Disin # oisin 15 wood 4 Steel m= Es EW 29000 = 181125 1600 18:125X15 = 9.0625 in 18125X15= 271.875 in bs,INA = 2x9.0625x43 +15x3153 +2418958:53 T2 12 + 2X910625 X de 4X (2-112472 + 15x315x (11757015-1114)2 + 271875 XOIS XC 14-0.25

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