J 6 A composite beam shown below is subject to pure bending with moment of 1000 lb. in. The beam is made oftwo different materials (material 1 on top and bottom, material 2 in the middle) with the following properties.E₁ = 3.00×104 ksi, E₂ = 1.2×104 ksi.h = 4 in., b₁ = 1 in., and b₂ = 6 in. .M=2M⇒ ⇒←b₁ b₂ b₁ The maximum stress in material 1 is75.0 psi104 psi56.2 psi85.2 psi28.1 psiWhat is the radius of curvature (p) of the bent beam? You can use one of these formulas.M₁E₁I₁'1P1 = M1₂orM=₁h+E₂1₂O 7.04x 105 in.O 5.63×106 in.O 3.87×105 in.O 1.06x 104 in.O 7.74x104 in.What % of total couple moment is supported by the material 1?50%30 %20%45 %36%

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A composite beam shown below is subject to pure bending with moment of 1000 lb. in. The beam is made of two different materials (material 1 on top and bottom, material 2 in the middle) with the following properties. E₁ = 3.00×104 ksi, E₂ = 1.2×104 ksi. h = 4 in., b₁ = 1 in., and b₂ = 6 in. . M 2 2 M b₁ b₂ b₁

A composite beam shown below is subject to pure bending with moment of 1000 lb. in. The beam is made of two different materials (material 1 on top and bottom, material 2 in the middle) with the following properties. E₁ = 3.00×104 ksi, E₂ = 1.2×104 ksi. h = 4 in., b₁ = 1 in., and b₂ = 6 in. . M 2 2 M b₁ b₂ b₁

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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