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.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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Please answer part a, b 

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)
4.a
Find the shear capacity, V₁, of the beam section and check whether the beam could resist design
shear force, Vd.
4.b Check requirements of shear.
Transcribed Image Text: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) 4.a Find the shear capacity, V₁, of the beam section and check whether the beam could resist design shear force, Vd. 4.b Check requirements of shear.
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