A 16-ft- (4.8-m-) span simply supported beam, as shown in the figure below, has a clear span of 15 ft (4.5 m) and is supported by 12 x 12-in. (300 × 300-mm) columns. The beam carries a factored uniform load of 11.1K/ft (166 kN/m). The dimensions of the beam section and the flexural steel reinforcement are shown in figure. Design the necessary shear reinforcements using f'c = 3 ksi (21MPa) and fyt =60 ksi(420MPa). Show the

A 16-ft- (4.8-m-) span simply supported beam, as shown in the figure below, has a clear span of 15 ft (4.5 m) and is supported by 12 x 12-in. (300 × 300-mm) columns. The beam carries a factored uniform load of 11.1K/ft (166 kN/m). The dimensions of the beam section and the flexural steel reinforcement are shown in figure. Design the necessary shear reinforcements using f'c = 3 ksi (21MPa) and fyt =60 ksi(420MPa). Show the

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

Design criteria for structural loading

The different loads such as loads due to self-weight (dead load) and external loads such as live load, wind loads, seismic load, snow load, and other loads and load combinations that influence the design of a building are called structural loading. The nature of the applied load differs from changes in the location, design, and type of materials used. The design criteria require that structures must be designed and constructed to be able to withstand all load types that are expected to act upon the structure and render its usage for the designated purpose. The structural members such as beams, slabs, columns, and foundations help the structure to withstand the applied load. There are different institutes such as ASCE and ACI that provide building design codes to assure minimum safety requirements and quality of the structures.

Question

A 16-ft- (4.8-m-) span simply supported beam, as
shown in the figure below, has a clear span of 15 ft
(4.5 m) and is supported by 12 x 12-in. (300 x
300-mm) columns. The beam carries a factored
uniform load of 11.1K/ft (166 kN/m). The
dimensions of the beam section and the flexural
steel reinforcement are shown in figure. Design the
necessary shear reinforcements using f'c = 3 ksi
(21MPa) and fyt =60 ksi(420MPa). Show the
distribution of stirrups along the beam.
12"
11.1 KM
IL...
20.5"
309

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