QUESTION 1 [10 Marks) (CL01) The figure below shows a typical floor plan. The slab thickness t; = 180 mm and the floor c

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Question 1 10 Marks Cl01 The Figure Below Shows A Typical Floor Plan The Slab Thickness T 180 Mm And The Floor C 1 (45.44 KiB) Viewed 45 times

Question 1 10 Marks Cl01 The Figure Below Shows A Typical Floor Plan The Slab Thickness T 180 Mm And The Floor C 2 (45.44 KiB) Viewed 45 times

QUESTION 1 [10 Marks) (CL01) The figure below shows a typical floor plan. The slab thickness t; = 180 mm and the floor cover = 2.0 kN/m². The specified live load = 4.8 kN/m? All beams carry walls. The wall has a thickness of 0.3 m, a height of 3.0 m, and a unit weight of 12 kN/m². The columns are 500 x 500 mm. Assume fe= 28 MPa, , = 420 MPa, and y = 25 kN/m For Beam A-B-C, assume web width bw = 300 mm, total depth h= 700 mm. Assume the cover to center of tensile steel = 70 mm 1. Show tributary areas for all beams on plan; 2. Determine the ultimate loads carried by the beam A-B-C. Show the ultimate loads on the beam statical system; 3. Determine and plot the bending moment and shear force envelope diagrams using ACI Coefficients, 4. Design the two critical sections for flexure and one critical section for shear; 5. Draw detailing of steel reinforcement of the beam on sectional elevation and cross section showing the cutoff points. 2 m 7 m 8 m 6 m E 3 m A B E 3 m