Question

For the beam shown below (neglect self-weight of the beam) 16 kN x 8 mm 19 kN 10 kN/m T 2 mm mm A4n - 3 m +3m → a. Draw the sb. For the cross section x-x given, calculate the maximum tensile and compressive bending stress c. For the cross section X-X

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पिय 3 MACO (Byx7) - 19x10–1644 -10x4x220 Ay: 47.71 KN Efy=0 47071+AY -1084-16-19: Ay= 27•26 len 29.26 97.96 109.64 shear forcfor seetion x-x Monare = 109.64 109.64x10 Simone sono ** 5286= 3•85 410° w mm 2 Temas - Mye = 107:&uxio“ (8-5980) = (makro w

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