04/30PLOC h=600 mm Stirrups 10/100 mm b O d=35 mm -530 mm Id-35 mm O bw=300 mm Given: A beam section and profile shown in the figure: Beam dimensions are b-300 mm, h=600 mm, and d'=35 mm. Beam length is 6 m. DL=24 kN/m and LL=12kN/m DL, LL L=6m C16 concrete, $420 for longitudinal rebars, and 8 $14 rebars used in the section. $220 used for stirrups. The diameter of stirrups is 10 mm and spacing between them is 100 mm (10/100 mm) Find the shear capacity, Vr, of the beam section and check whether the beam could resist design shear force, Vd. 4.a 4.b Check requirements of shear.
04/30PLOC h=600 mm Stirrups 10/100 mm b O d=35 mm -530 mm Id-35 mm O bw=300 mm Given: A beam section and profile shown in the figure: Beam dimensions are b-300 mm, h=600 mm, and d'=35 mm. Beam length is 6 m. DL=24 kN/m and LL=12kN/m DL, LL L=6m C16 concrete, $420 for longitudinal rebars, and 8 $14 rebars used in the section. $220 used for stirrups. The diameter of stirrups is 10 mm and spacing between them is 100 mm (10/100 mm) Find the shear capacity, Vr, of the beam section and check whether the beam could resist design shear force, Vd. 4.a 4.b Check requirements of shear.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Please answer part a, b
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