Design the R.C beam of span and details shown in the figure below to support a uniform distributed service dead load of WD-50 kN/m (included beam weight), and uniform distributed service live load of WL-60 kN/m. Use:f = 25Mpa, fy = 420 Mpa and d' = 60 mm if its required. Also use bar diameter=25 mm for tension and compression (if required). mmmm WD=50 kN/m WL-60 kN/m 2.5 m 600 mm

Design the R.C beam of span and details shown in the figure below to support a uniform distributed service dead load of WD-50 kN/m (included beam weight), and uniform distributed service live load of WL-60 kN/m. Use:f = 25Mpa, fy = 420 Mpa and d' = 60 mm if its required. Also use bar diameter=25 mm for tension and compression (if required). mmmm WD=50 kN/m WL-60 kN/m 2.5 m 600 mm

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.

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Design the R.C beam of span and details shown in the figure below to support a uniform
distributed service dead load of WD=50 kN/m (included beam weight), and uniform distributed
service live load of WL-60 kN/m.
Use:f = 25Mpa, fy = 420 Mpa and d' = 60 mm if its required.
Also use bar diameter=25 mm for tension and compression (if required).
mmm
WD=50 kN/m
WL-60 kN/m
2.5 m
240 mm
600 mm

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Step 1: Introducing given data

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Step 2: Calculate max reinforcement ratio

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Step 3: Check beam type

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Step 4: Calculate area of steel

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Step 5: Design of shear reinforcement

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Step 6: Spacing of shear reinforcement

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