Knowing that the bracket AB has a uniform thickness of t, Base of theory of elasticity, determine the maximum principal stresses at point H in MPa with 2 decimal places. .(Do not use Mohr circle Method) F y A X K. H y2 KN Degree cm cm cm cm cm cm yı 1 (Hint: o,= M₂Y/₂P/A, 1₂-tb³/12, A-bt, t-Vy *Q₂/1₂ *t), Q₂=A Top *y Top) 150 28 20 10 15 5.5 B 0.8 F Alfa = a I b X y1 y2 t

Knowing that the bracket AB has a uniform thickness of t, Base of theory of elasticity, determine the maximum principal stresses at point H in MPa with 2 decimal places. .(Do not use Mohr circle Method) F y A X K. H y2 KN Degree cm cm cm cm cm cm yı 1 (Hint: o,= M₂Y/₂P/A, 1₂-tb³/12, A-bt, t-Vy Q₂/1₂ t), Q₂=A Top *y Top) 150 28 20 10 15 5.5 B 0.8 F Alfa = a I b X y1 y2 t

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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