Answered: -1. Determine whether the W14 x 34 beam…

-1. Determine whether the W14 x 34 beam shown in Figure 11-43 is adequate for flexural rupture and flexural yielding at the cope. The steel is ASTM A992, grade 50. ¾1 4½ 4" -W14x34

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

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter4: Compression Members

Section: Chapter Questions

Problem 4.6.3P

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Material Properties

Construction in civil engineering demands high strength, durability, and longevity. These targets can be achieved by better design and analysis, along with the correct choice of materials. Different materials have different properties and hence, they respond and performs differently under the various condition of external loadings. It is therefore a critical task of an engineer to select the right material based on the property that the material is supposed to function in real-time. When speaking about the property, there are different categories of material properties like chemical property, physical property, mechanical property, electrical property, magnetic property, thermal property, etc. These material properties form the basis of material selection in various applications.

Question

11-1. Determine whether the W14 x 34 beam shown in Figure 11-43 is adequate for flexural
rupture and flexural yielding at the cope. The steel is ASTM A992, grade 50.
1/½/2"
4"
W14x34
R₁ = 40kips
FIGURE 11-43 Detail for Exercise 11-1

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