Design the shear Reinforcements of the following beam using only two stirrup spacings and draw the details of your design. The loads shown are factored loads. Neglect the self-weight. 600KN Given 220KN Width of beam: 500mm Effective Depth (d) = 630 mm fe = 28 MPa fy 420 MPa 2.0m 4.5m Stirrups : ø10mm -8.0m

Structural Analysis
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Chapter2: Loads On Structures
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Design the shear Reinforcements of the following beam using only two stirrup spacings and draw
the details of your design. The loads shown are factored loads. Neglect the self-weight.
600KN
Given
220KN
Width of beam: 500mm
Effective Depth (d) 630 mm
f. = 28 MPa
fy 420 MPa
2.0m
4.5m
Stirrups : Ø10mm
-8.0m
Transcribed Image Text:Design the shear Reinforcements of the following beam using only two stirrup spacings and draw the details of your design. The loads shown are factored loads. Neglect the self-weight. 600KN Given 220KN Width of beam: 500mm Effective Depth (d) 630 mm f. = 28 MPa fy 420 MPa 2.0m 4.5m Stirrups : Ø10mm -8.0m
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