Evaluate the slope and deflection at point D using the Macaulay method.
A heavy storage warehouse building is made of 200 mm thick stone concrete floor. The floor slab having a length of 9 m and width of 4 m is directly over the top of the simply supported beam as shown in Figure Q2 as in APPENDIX II. The beam is made from reinforcement concrete with the size 250 mm x 300 mm. The combination of dead load and live load will be provided with the resultant force, P at point C. The beam is supported with roller support at both ends A and B. Given the value of elastic modulus, E = 200 kN/mm2.
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If that's the Macauley Culkin method, you yell and run around waving your hands, then set a booby trap.
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