Situation No.1 Given: Lu = 5 m Beam dimension is 150mm x 300 mm Properties of Yakal: 80 % grade Bending and tension parallel to grain = 24.5 MPa Modulus of elasticity in bending = 9.78 x 103 MPa Compression parallel to grain = 15.8 MPa Compression perpendicular to grain = 6.27 MPa Shear parallel to grain = 2.49 MPa b. Solve for the allowable bending stress in MPa w KN/m W

Situation No.1 Given: Lu = 5 m Beam dimension is 150mm x 300 mm Properties of Yakal: 80 % grade Bending and tension parallel to grain = 24.5 MPa Modulus of elasticity in bending = 9.78 x 103 MPa Compression parallel to grain = 15.8 MPa Compression perpendicular to grain = 6.27 MPa Shear parallel to grain = 2.49 MPa b. Solve for the allowable bending stress in MPa w KN/m W

Steel Design (Activate Learning with these NEW titles from Engineering!)

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter1: Introduction

Section: Chapter Questions

Problem 1.5.6P: The data in Table 1.5.3 were obtained from a tensile test of a metal specimen with a rectangular...

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