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Engineering · Civil Engineering
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Problem 2 (50 marks): A two span continuous rectangular beam has a total depth h of 600 mm and width b of 300 mm. The tendon profiles and midspan, support eccentricities are as shown in the figure. The prestress force after losses, Pe-900 kN. Calculate: a) Primary and secondary moments at B. b) The top fibre concrete stresses at support B due to prestressing only. c) The top and bottom fibre concrete stresses at support B due to prestressing plus a f UDL of 15 kN/m (includes self-weight) applied throughout both spans. d) The top and bottom fibre concrete stresses at support B due to prestressing plus a point load of 150kN applied at the mid-span of span AB. 300 9000 12000
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