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
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On 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
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
500
6000 mm
-300
Transcribed Image Text: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 500 6000 mm -300
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