2.2 A simply supported reinforced concrete beam has an effective span of ( 8 mathrm{~m} ) and crosssection dimensions as shown in Fig.1. The imposed loading is ( 20 mathrm{kN} / mathrm{m} ) and the dead load (inclusive of self-weight) is ( 16 mathrm{kN} / mathrm{m} ). Design the beam reinforcement for Ultimate Limit State for bending a

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2.2 A simply supported reinforced concrete beam has an effective span of  ( 8  mathrm{~m}  ) and crosssection dimensions as shown in Fig.1. The imposed loading is  ( 20  mathrm{kN} /  mathrm{m}  ) and the dead load (inclusive of self-weight) is  ( 16  mathrm{kN} /  mathrm{m}  ). Design the beam reinforcement for Ultimate Limit State for bending and shear given:  ( f_{ mathrm{cu}}=30  mathrm{~N} /  mathrm{mm}^{2},  mathrm{f}_{ mathrm{y}}=500  mathrm{~N} /  mathrm{mm}^{2}  ) and  (  mathrm{f}_{ mathrm{yv}}=250  mathrm{~N} /  mathrm{mm}^{2}  ) Produce sketches of the beam showing loading and the final designed cross-section.

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