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ESP 3-6: The simply supported beam is built up from three boards by nailing them together as shown. The wood has an allowable
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Given Tallow 1.9 Mpa aallow = 8.4 MPa s=75 mm Rak im k im RB shear strength = AKN EMB=0 RCA) (2) - PCO =0 RA = P2 Efyzo Rat R Maximum bending moment, max - Mmax = L xl Mmax= P knom sketch of beam for analyzing cross section properties section Ik loommSketch cross tion again with change in Notations F a roomm 100mm 25mmkt LA - 100mm Moment QN of area ħ about netutral axis. Q= 0.10.025% (0.1 + 0.025 ) = 2.8125x10 m3 tB = 0.02sm at B. Ymax = 0.1 +0.025 =0:125 m Max Allowable load to avoid bercling aP = 2x1x 106 x 50.21x166x0.025 4.0625x164 19= 90872 KN y Pshear Design for bending q = shear strength of each nail nai space

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