design load of 120 kN/m . The characteristic strengths of the concrete is Tck = 30 N/mm² and the yield strength of steel reinforcement is 500 N/mm². Effective cover to reinforcement = 30 mm. Design the beam for shear reinforcement. Ultimate design load Wud = 120 kN/m 3H16 D=630 mm 2H12 1.5 m 200 mm Figure 3

Structural Analysis
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Chapter2: Loads On Structures
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d) The cantilever.beam of span 1.5 m shown in Figure 3 carries an ultimate
design load of 120 kN/m. The characteristic strengths of the concrete is
Tck = 30 N/mm? and the yield strength of steel reinforcement is 500 N/mm².
Effective cover to reinforcement = 30 mm.
Design the beam for shear reinforcement.
Ultimate design load
Wud = 120 kN/m
ЗН16
D=630 mm
2H12
1.5 m
200 mm
Figure 3
Transcribed Image Text:d) The cantilever.beam of span 1.5 m shown in Figure 3 carries an ultimate design load of 120 kN/m. The characteristic strengths of the concrete is Tck = 30 N/mm? and the yield strength of steel reinforcement is 500 N/mm². Effective cover to reinforcement = 30 mm. Design the beam for shear reinforcement. Ultimate design load Wud = 120 kN/m ЗН16 D=630 mm 2H12 1.5 m 200 mm Figure 3
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