A steel cantilever beam, of length 2L, has an I-section, see Figure Q3. The cantilever beam is undera uniformly distributed load q = 185 kN/m applied in its vertical plane of symmetry at OA part of thespan. The yield strength of the steel is [o] = 360 MPa; the Young's modulus E = 240 GPa. L= 1 mand the coordinates of Point H are x= 0 mm, y = -60 mm, z= 0 mm.tyLqALFigure Q320mm10mm H20mm180mm-220mm a)The factors of safety predicted at point H by the maximum shear stress theory of failure (Trescacriterion)

Given:The distributed load is the length is The yield stress is the elastic modulus is the dimension…

A steel cantilever beam, of length 2L, has an I-section, see Figure Q3. The cantilever beam is under a uniformly distributed load q = 185 kN/m applied in its vertical plane of symmetry at OA part of the span. The yield strength of the steel is [0] =360 MPa; the Young's modulus E=240 GPa. L=1m and the coordinates of Point H are x= 0 mm, y = -60 mm, z= 0 mm. L q A L 20mm 10mm H 20mm -220mm 180mm

A steel cantilever beam, of length 2L, has an I-section, see Figure Q3. The cantilever beam is under a uniformly distributed load q = 185 kN/m applied in its vertical plane of symmetry at OA part of the span. The yield strength of the steel is [0] =360 MPa; the Young's modulus E=240 GPa. L=1m and the coordinates of Point H are x= 0 mm, y = -60 mm, z= 0 mm. L q A L 20mm 10mm H 20mm -220mm 180mm

Mechanics of Materials (MindTap Course List)

9th Edition

ISBN:9781337093347

Author:Barry J. Goodno, James M. Gere

Publisher:Barry J. Goodno, James M. Gere

Chapter1: Tension, Compression, And Shear

Section: Chapter Questions

Problem 1.3.4P: Segments A B and BCD of beam A BCD are pin connected at x = 4 m. The beam is supported by a sliding...

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