A beam has uniform distributed load

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1. A beam, has a uniform distributed load (DO NOT account for the self weight of the beam)

a) Draw a normal stress diagram at the point of maximum positive moment, indicate the normal bending stress of greatest magnitude at that point.

b) Find the shear forces at point k (at the change of section) of the cross section, at position D, 0.75 meters from support A.

2. Column ABC has a uniform rectangular cross section with dimensions b and D (according to its code), has a embedded support both A and B. The Column is only prevented from moving in the xz plane at its midpoint C and receives a centric axial force P with a magnitude of 50kN. Determine the maximum length L1 for the column to be stable against buckling. Use ?????????????? = 0.8 ∗ 107??????(????/??2). Draw schematically the buckling curves in the planes.

Reference no: EM133363228

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