The material of the beam ziven below is C35/45– B500C and it is good qualityy concrete. The Concrete cover is givenax 50 mm. The dimensions of the hcam are given as b:820 mm, bw 350 mmt130 mm. h: 700 mm. Tbe shear force(Vd) is 440 kN and stirrup calculations will be done in the span region of the beam. If 30S strup is uscd to meet the shear force, what is the maximum stirup spacing (cm) in spen region? (s-2)
The material of the beam ziven below is C35/45– B500C and it is good qualityy concrete. The Concrete cover is givenax 50 mm. The dimensions of the hcam are given as b:820 mm, bw 350 mmt130 mm. h: 700 mm. Tbe shear force(Vd) is 440 kN and stirrup calculations will be done in the span region of the beam. If 30S strup is uscd to meet the shear force, what is the maximum stirup spacing (cm) in spen region? (s-2)
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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