If the maximum shear stress at the end of a simply supported R.C.C. beam of 6 m effective span is 10 kg/cm2, the share stirrups are provided for a distance x from either end where x is-A-50 cmB-100 cmC-150 cmD-200 cm-C-150 cm

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The correct option is  C 150 cm Shear produced always at a Span/4 so, Here Span is 6 m=600 cm, then Shear stirrups are provided for a distance x from either end is Span /4= 600 / 4 = 150 cm. It is a general/detailing approach by considering the location of the point of contraflexure is at L/4 up to which we have to provide shear stirrups. The industrial standard is L/3.

RCC Structures Design

Q1: If the maximum shear stress at the end of a simply supported R.C.C. beam of 6 m effective span is 10 kg/cm², the share stirrups are provided for a distance x from either end where x is

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RCC Structures Design

Q1: If the maximum shear stress at the end of a simply supported R.C.C. beam of 6 m effective span is 10 kg/cm2, the share stirrups are provided for a distance x from either end where x is

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Q1: If the maximum shear stress at the end of a simply supported R.C.C. beam of 6 m effective span is 10 kg/cm², the share stirrups are provided for a distance x from either end where x is

For help Students Orientation
Mcqs Questions