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-

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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Material Properties

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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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Step 2: Determine the effective length of the beam

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