QI: A simply supported reinforced conerete beam has a cross-seetion as shown in the Figure 1. Using Working Stress Method to calculate maximum load (Wmas.). (Neglect self-weight), use f'e-21 MPa and -420 MPa Wmas 40 25 6 m 2 m- 300 mm- Figure 1 537 mm- 600 mm-
QI: A simply supported reinforced conerete beam has a cross-seetion as shown in the Figure 1. Using Working Stress Method to calculate maximum load (Wmas.). (Neglect self-weight), use f'e-21 MPa and -420 MPa Wmas 40 25 6 m 2 m- 300 mm- Figure 1 537 mm- 600 mm-
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![Q1: A simply supported reinforced conerete beam has a cross-seetion as shown in the
Figure 1. Using Working Stress Method to calculate maximum load (Wmax.).
(Neglect self-weight), use fe=21 MPa and 6=420 MPa
Wea
40 25
2m
6m-
+ 300 mm
Figure 1
ك إضافة ملف](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F61a3775e-bad5-42a9-b7fd-ca0a19e31dee%2Ff1b6c349-491b-46aa-9c09-6d400b6a23da%2Fm1ke2m3_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Q1: A simply supported reinforced conerete beam has a cross-seetion as shown in the
Figure 1. Using Working Stress Method to calculate maximum load (Wmax.).
(Neglect self-weight), use fe=21 MPa and 6=420 MPa
Wea
40 25
2m
6m-
+ 300 mm
Figure 1
ك إضافة ملف
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