Please, complete and correct solution. I got the a wrong answer from other solutions. Thank you

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answerhappygod
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Please, complete and correct solution. I got the a wrong answer from other solutions. Thank you

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Please Complete And Correct Solution I Got The A Wrong Answer From Other Solutions Thank You 1
Please Complete And Correct Solution I Got The A Wrong Answer From Other Solutions Thank You 1 (30.36 KiB) Viewed 21 times
Question 38 3 points ✓ Saved The steel framework shown below is used to support the reinforced concrete slab (unit weight of concrete = 23.6KN/m³) that is used for an office use (minimum live load = 2.4KPa). The slab is 150 mm thick. Use a=3m, b=5m. Neglect the self-weight of the beam and girder. Assume all beams and girders have simple supports. NSCP 2015 Load factors: 1.2DL & 1.6LL. Calculate the total ultimate/factored liveload in Kilo Pascals? Express your answer in 2 decimal places. 19.41
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