y L 2 P N b h L The geometry of the shown beam is given by h=300 mm, b=100 mm, t=10mm and L=2 m. The beam is loaded at t

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y L 2 P N b h L The geometry of the shown beam is given by h=300 mm, b=100 mm, t=10mm and L=2 m. The beam is loaded at t

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Y L 2 P N B H L The Geometry Of The Shown Beam Is Given By H 300 Mm B 100 Mm T 10mm And L 2 M The Beam Is Loaded At T 1
Y L 2 P N B H L The Geometry Of The Shown Beam Is Given By H 300 Mm B 100 Mm T 10mm And L 2 M The Beam Is Loaded At T 1 (44.01 KiB) Viewed 50 times
y L 2 P N b h L The geometry of the shown beam is given by h=300 mm, b=100 mm, t=10mm and L=2 m. The beam is loaded at the mid-point between the supports by a concentrated load P=120 kN. Determine by calculation a) the maximum internal bending moment in the beam, b) the maximum tensile normal stress due to bending in the beam, c) the maximum internal shear force in the beam, d) the maximum shear stress in the beam. Ans: a) Mmax=6000 Nm, b) omax-114.43, c) Vmax=60 kN, d) Tmax=13.01 N/mm²
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