6-126 The wooden section of the beam is reinforced with two stedl plate as shown. II the beam is subjected to an Internal moment of M-30 EN - m, determine the maximum bending stresses developed in the steel and wood. Skeich the stress dbtribution over the cros soction. Take E- 10 GPa and E-200 GPa. 15 mim 150 mm 15 mim 100 mim Prots. 6-125/126

6-126 The wooden section of the beam is reinforced with two stedl plate as shown. II the beam is subjected to an Internal moment of M-30 EN - m, determine the maximum bending stresses developed in the steel and wood. Skeich the stress dbtribution over the cros soction. Take E- 10 GPa and E-200 GPa. 15 mim 150 mm 15 mim 100 mim Prots. 6-125/126

Mechanics of Materials (MindTap Course List)

9th Edition

ISBN:9781337093347

Author:Barry J. Goodno, James M. Gere

Publisher:Barry J. Goodno, James M. Gere

Chapter5: Stresses In Beams (basic Topics)

Section: Chapter Questions

Problem 5.6.17P: A beam having a cross section in the form of an un symmetric wide-flange shape (sec figure) is...

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