A girder supports a beam at its midspan. The beam's dimensionsare 300 mm by 510 mm, and its complete span, which is 3.0 m long,bears a deadload of 20 kN/m and a liveload of 10 kN/m. The girder,on the other hand, is supported by two columns; the columns measure500 mm by 500 mm, while the girder measures 350 mm by 550 mm. Thegirder's complete span, which is 4.0 m long, bears a deadload of 30kN/m and a liveload of 21 kN/m. If the girder gas an effectivedepth of 420.1 mm, determine the following if the diameter of thestirrups to be utilized is 10 mm, f'c = 27.6 MPa, fy = 420MPa, andfyt = 276 MPa.
a) The shear d distance from the face of support
b) Value for checking the cross-sectional limit of shear
c) The ratio of the shear legs area to the spacing
d) Detailed shear reinforcement design (Number of bars for eachspacing)
A girder supports a beam at its midspan. The beam's dimensions are 300 mm by 510 mm, and its complete span, which is 3.0
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