ابدار منذر خلیل ثالث A Q1-A 5.2 m, span simply supported beam has a clear span of 4.9 m and carries uniformly distributed dead and live loads of 65.7 kN/m and 54.75 kN/m, respectively. The dimensions of the beam section and steel reinforcement are shown in Fig. below. Check the section for shear and design the necessary shear reinforcement. Given fe'- 21 MPa normal- weight concrete and fy 420 MPa. h=600 -201 WL=54.75 kN/m WD=65.7 kN/m b= 300 4.9 m 300
ابدار منذر خلیل ثالث A Q1-A 5.2 m, span simply supported beam has a clear span of 4.9 m and carries uniformly distributed dead and live loads of 65.7 kN/m and 54.75 kN/m, respectively. The dimensions of the beam section and steel reinforcement are shown in Fig. below. Check the section for shear and design the necessary shear reinforcement. Given fe'- 21 MPa normal- weight concrete and fy 420 MPa. h=600 -201 WL=54.75 kN/m WD=65.7 kN/m b= 300 4.9 m 300
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![ابدار منذر خلیل ثالث A
Q1-A 5.2 m, span simply supported beam has a clear span of 4.9 m and
carries uniformly distributed dead and live loads of 65.7 kN/m and 54.75
kN/m, respectively. The dimensions of the beam section and steel
reinforcement are shown in Fig. below. Check the section for shear and
design the necessary shear reinforcement. Given fe'- 21 MPa normal-
weight concrete and fy 420 MPa.
h=600
-201
WL=54.75 kN/m
WD=65.7 kN/m
b=
300
4.9 m
300](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fc064f65f-880a-4dbf-b9f6-4247106abaf0%2F75b0b4d5-423a-454c-bded-4abe5d857be1%2F5wepmg8_processed.jpeg&w=3840&q=75)
Transcribed Image Text:ابدار منذر خلیل ثالث A
Q1-A 5.2 m, span simply supported beam has a clear span of 4.9 m and
carries uniformly distributed dead and live loads of 65.7 kN/m and 54.75
kN/m, respectively. The dimensions of the beam section and steel
reinforcement are shown in Fig. below. Check the section for shear and
design the necessary shear reinforcement. Given fe'- 21 MPa normal-
weight concrete and fy 420 MPa.
h=600
-201
WL=54.75 kN/m
WD=65.7 kN/m
b=
300
4.9 m
300
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