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The bending mo Determine the maximum compressive and tensile bending stresses in this beam. Cr dimenstions are in mm. ment di

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neutral aui 81rdr to idl diltance of meutral axuis 2-7 from batem ( we, have A tAL 12.S mm plovd moment a inertia abeut 2-2 2 122 12 1 2 SX3 F1ND mAXImum ComPRESSIVE AN TENSELE BENDING STRESS for, Bending ement morme 20 ent uill give compreion at op Top and Tensio4- for bending moment m=-2 This moment and CompRESSION m battom FIGRE mYtop Top- 2と S312.S CoTTum baltom -- S312.S We found2Cealbutuve found manuirmum value ab trnile 6. m4-118 mpa ANSWER of mAXimUm TNSTN STRESS Bonus CSOLUTIoN) ear Force --(Slope ofTyPES OF LOnD AT 244CONCENTRATED UPWARD TyPES of LOAD at 0 at co a bendim mment m) u 17s Nwich i pasttive. and est moment Cor

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