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.
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.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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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.

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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