1. A rectangular reinforced concrete beam has the follawing properties: Beam Span, L 6 m Beam width, b = 320 mm Effective depth, d = 640 mm Concrete strength, fc 25 Mpa Reinforcing steel strength, fy 200 MPa a. Compute the (Vanominal shear strength provided by the concrete. b. Compute the (V.) shear capacity of stirrups if it carries a Vu 200 KN at critical point c. Compute the spacing of stirrups using 10 mm diameter rebar

1. A rectangular reinforced concrete beam has the follawing properties: Beam Span, L 6 m Beam width, b = 320 mm Effective depth, d = 640 mm Concrete strength, fc 25 Mpa Reinforcing steel strength, fy 200 MPa a. Compute the (Vanominal shear strength provided by the concrete. b. Compute the (V.) shear capacity of stirrups if it carries a Vu 200 KN at critical point c. Compute the spacing of stirrups using 10 mm diameter rebar

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Concept explainers

Methods to Determine Vertical Stress

The load applied to the soil is transferred to the underground. The presence of water at soil pores and solid grains above the soil are the primary components that are responsible for the effective load transfer. Due to the load acting, the internal component of the soil or the underground formations undergoes deformations or a tectonic shift. The amount of deformation depends upon the amount of load acting on the soil surface, which indeed, depends on the weight of everything present above the soil. Due to this, the underground soil element develops internal stresses which try to resist the tectonic changes.

Question

1. A rectangular reinforced concrete beam has the follawing properties:
Beam Span, L 6 m
Beam width, b = 320 mm
Effective depth, d = 640 mm
Concrete strength, fc 25 Mpa
Reinforcing steel strength, fy 200 MPa
a. Compute the (Vanominal shear strength provided by the concrete.
b. Compute the (V.) shear capacity of stirrups if it carries a Vu = 200 KN at critical point
c. Compute the spacing of stirrups using 10 mm diameter rebar

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