Q2. A 2-meter concrete column (Ec = 30 GPa) is reinforced with six 25-mm diameter 18 marks] steel bars (Es = 200 GPa) as

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Q2 A 2 Meter Concrete Column Ec 30 Gpa Is Reinforced With Six 25 Mm Diameter 18 Marks Steel Bars Es 200 Gpa As 1 (44.29 KiB) Viewed 39 times

Q2. A 2-meter concrete column (Ec = 30 GPa) is reinforced with six 25-mm diameter 18 marks] steel bars (Es = 200 GPa) as shown below. An axial compressive load of XX KN is applied to the column through a rigid capping plate. Determine the following: a. The normal stresses in the concrete and steel bars b. Load carried by each steel bar *Note that XX is the last two digits of your ID. For example, if your ID is 12514164, then applied load is to be taken as 64 kN. If your ID ends with 0x, for example 1251406, then your load should be IX, i.e. 16 kN. [Please show ALL calculations] XX = 28 XX KN 200 mm 250 mm 2m