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aoa) -[) -|K A Aes & Be c- wand, [cats eeooy) “ Y e 11 | pawboeoe, , Brurmxx/A-7-A- & te-| 2, , cod AaBbC AaBbCct AVAL ranbcen Assoccod Aambceod Ansel, Newsng | essing? Tie Site Ste Em. Egham fa, , , , , , revere a font 2 Paragraph * safes ., , 1. An RCC beam 200mm x 400mm effective carries a UDL of 70 kN/m over a Clear span of Om, The beam is reinforced with 1% steel on tension side. Comment on the shear design Of ti, beam. Use M-20 Concrete and load factor = 1.5, , 2. Areinforced beam of span 5m is 250mm wide and 500mm deep (effective). It has 4 bars of, 20mm as tensile reinforcement. The beam carries a load of 30 kN/m effective inclusive of, self-weight. Design the beam for shear. Use M20 and Fe-415 steel, , 3, Asimply supported bam 300mm x 600mm (effective) is reinforced with 5 bars of 25mm, diameter. It carries a UDL of 80 kN/m (including its own weight) over an effective span of, 6m. Design the Shear reinforcement for the beam. Use M-20 grade of Concrete and Fe-415, , &, SY, , steel.