Results:[N/mm][N/mm][kNm]Rd,pl> a1My→y'Nz,2b/1.) Calculate the stresses in points 1 and 2, given M ! (See the inertias and location of the centroid given.)/2.) Determine the plastic resistance M,(the maximal moment the section can take, in plastic state)!Rd.plM = 74.00 [kNm]ya = 64.00 [mm]b = 256.00 [mm]= 235.00 [N/mm]z' = 112.00 [mm]z" = 208.00 [mm]6| = 304.79 [*10o mm ]Results:„Z

The bending stress is the one of the normal stress in the structure, the bending stress is calculate…

(1.) Calculate the stresses in points 1 and 2, given M ! (See the inertias and location of the centroid given.) 2.) Determine the plastic resistance M, 1ea (the maximal moment the section can take, in plastic state)! M = 74.00 [kNm] a = 64.00 [mm] D = 256.00 [mm] = 235.00 [N/mm] = 112.00 [mm] " = 208.00 [mm] = 304.79 [*10° mm] %3D %3D Results:

(1.) Calculate the stresses in points 1 and 2, given M ! (See the inertias and location of the centroid given.) 2.) Determine the plastic resistance M, 1ea (the maximal moment the section can take, in plastic state)! M = 74.00 [kNm] a = 64.00 [mm] D = 256.00 [mm] = 235.00 [N/mm] = 112.00 [mm] " = 208.00 [mm] = 304.79 [*10° mm] %3D %3D Results:

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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