QUESTION 1: A composite T-beam is built up out of plywood and steel angle sections. The steel angle sections have 100 mm long sides and are 10 mm thick. What is the maximum allowable distributed load (w) if we do not want the materials to go beyond their allowable stresses. Given: For plywood: E = 15 GPa, Omax = 8 MPa For steel: E = 200 GPa, Omax = 150 MPa > 50 K K100> * 100>

QUESTION 1: A composite T-beam is built up out of plywood and steel angle sections. The steel angle sections have 100 mm long sides and are 10 mm thick. What is the maximum allowable distributed load (w) if we do not want the materials to go beyond their allowable stresses. Given: For plywood: E = 15 GPa, Omax = 8 MPa For steel: E = 200 GPa, Omax = 150 MPa > 50 K K100> * 100>

Materials Science And Engineering Properties

1st Edition

ISBN:9781111988609

Author:Charles Gilmore

Publisher:Charles Gilmore

Chapter12: Composite Materials

Section: Chapter Questions

Problem 12.1P: In Example Problem 12.1, a uniaxial composite material is made into a circular rod Vbith a 1.27-cm...

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Problem 1- A composite T-beam is built up out of plywood and steel angle sections. The steel angle sections have 100 mm long sides and are 10 mm thick. What is the maximum allowable distributed load, w, if we do not want the materials to go beyond their allowable stresses. Given: For plywood: E = 15 GPa, omax = 8 MPa For steel: E = 200 GPa, oma: 150 MPa %3D %3D > 50 K K100> K 100> 3 m: Cross section (dimensions in mm) 200-
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