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