y P OO b L The steel beam shown in the figure above is of length L=7.5 m and has a modulus of elasticity E=210 GPa and y

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y P OO b L The steel beam shown in the figure above is of length L=7.5 m and has a modulus of elasticity E=210 GPa and y

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Y P Oo B L The Steel Beam Shown In The Figure Above Is Of Length L 7 5 M And Has A Modulus Of Elasticity E 210 Gpa And Y 1
Y P Oo B L The Steel Beam Shown In The Figure Above Is Of Length L 7 5 M And Has A Modulus Of Elasticity E 210 Gpa And Y 1 (39.93 KiB) Viewed 50 times
y P OO b L The steel beam shown in the figure above is of length L=7.5 m and has a modulus of elasticity E=210 GPa and yield stress oy=235 N/mm². The geometry of the cross-section is given by h=325 mm, b=310 mm, tw=15 mm and t 25 mm. The boundary conditions shown on the figure above applies both in the xy and xz plane. Calculate the maximum compressive load P that can be carried by the beam column Ans: Per=4577 kN (P=4612 kN)
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