The cantilever beam shown in Fig. 3 supports a uniform service (unfactored) dead load of 12 kN/m plus its own weight and a concentrated service (unfactored) live load of 25kN as shown. The concrete is normal-weight concrete with f'c = 28 MPa and the steel is Grade 420 MPa. For the cross section at support as shown, compute design moment strength, and show that it exceeds Mu.

Structural Analysis
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Chapter2: Loads On Structures
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The cantilever beam shown in Fig. 3 supports a uniform service (unfactored) dead load of 12 kN/m plus its own weight and a concentrated service (unfactored) live load of 25kN as shown. The concrete is normal-weight concrete with f'c = 28 MPa and the steel is Grade
420 MPa. For the cross section at support as shown, compute design moment strength, and show that it exceeds Mu.

Live Load
b= 350 mm
PL-25 kN
Wp = 12 kN/m + weight of beam
4-25mm ()
h= 500 mm
d- 437.5mm
L= 3.5 m
Cross section at support
Figure 3: Cantilever Beam and Section
Transcribed Image Text:Live Load b= 350 mm PL-25 kN Wp = 12 kN/m + weight of beam 4-25mm () h= 500 mm d- 437.5mm L= 3.5 m Cross section at support Figure 3: Cantilever Beam and Section
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