H.W 1. For the cantilever reinforced concrete beam shown in Fig. loaded by ultimate uniform distributed load 80kN/m. use the data shown below to check the provided shear reinforced at critical section. Data: fy = bw 400 Mpa, f = 30 Mpa, = 250mm and d = 500mm 1000 mm- 40° 200 mm -4500 mm-

H.W 1. For the cantilever reinforced concrete beam shown in Fig. loaded by ultimate uniform distributed load 80kN/m. use the data shown below to check the provided shear reinforced at critical section. Data: fy = bw 400 Mpa, f = 30 Mpa, = 250mm and d = 500mm 1000 mm- 40° 200 mm -4500 mm-

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

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter9: Composite Construction

Section: Chapter Questions

Problem 9.1.3P

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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

H.W
1. For the cantilever reinforced concrete
beam shown in Fig. loaded by ultimate
uniform distributed load 80kN/m. use the
data shown below to check the provided
shear reinforced at critical section.
Data: fy = 400 Mpa, fé = 30 Mpa,
= 250mm and d = 500mm
bw
1000 mm-
40°
200 mm
-4500 mm-

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