Example 3.7: Design the R.C beam of span and detail shown in Fig. below, to support the service load of (D.L= 25 KN/m not include beam weight, L.L= 10 KN/m). Use f'. =28 MPa and fy, = 420 MPa. D.L=25 KN/m, L.L= 10 kN/m 1; 7. 6000 mm fo—t Example 3.7:Design the R.C beam of span and detail shown in Fig. below, to support the service load of(D.L= 25 KN/m not include beam weight, L.L= 10 KN/m).Use f = 28 MPa and fy = 420 MPa.D.L=25 KN/m, L.L= 10 kN/m5006000 mm-300

f'c = 28MPa fy= 420 MPa b=300mm d=500mm deff = 450mm DL = 25Kn/m LL=10KN/m

Design the R.C beam of span and detail shown in Fig. below, to support the service load of (D.L= 25 KN/m not include beam weight, L.L= 10 KN/m). Use f.= 28 MPa and fy = 420 MPa. %3D D.L=25 KN/m, L.L= 10 kN/m 500 -6000 mm -300-

Design the R.C beam of span and detail shown in Fig. below, to support the service load of (D.L= 25 KN/m not include beam weight, L.L= 10 KN/m). Use f.= 28 MPa and fy = 420 MPa. %3D D.L=25 KN/m, L.L= 10 kN/m 500 -6000 mm -300-

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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Example 3.7: Design the R.C beam of span and detail shown in Fig. below, to support the service load of (D.L= 25 KN/m not include beam weight, L.L= 10 KN/m). Use f'. =28 MPa and fy, = 420 MPa. D.L=25 KN/m, L.L= 10 kN/m 1; 7. 6000 mm fo—t

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