Problem 1d: Flexural Design What is the maximum moment demand on the 7.5-metr...
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Problem 1d: Flexural Design
What is the maximum moment demand on the 7.5-metre simply supported beam with the UDL of 150kN/m as shown in Figure 2? Ignore the self-weight of the beam. Give your answer for moment demand, M*, in kNm.
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