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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

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

Structural Analysis
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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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
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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