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General information: Calculate: Y= (first 2 students' numbers+ second 2 students' numbers+ third 2 students' numbers) If (Y600 then, then X2=0.5x) First 2 students number Third 2 students number 80 Second 2 students number Second 3 student number 194 580 First 3 students number Please show your X and X, values based on your students number. 1. Design the beam BC of the frame shown in Figure 1 for bending moment and shear force according to ACI 318 code requirements. The concrete cover is 30 mm. Dead load and live loads are given in Figure 1. Provide all drawings in detail. Please do check for maximum and minimum flexural requirements, maximum and minimum spacing of the shear reinforcement Fe = X, MPa, fv = X, MPa Please re-design the beam (strengthen the beam to flexure and shear) if the live load has increased to 4 kips/ft. 7 V2 D.L. - 3.35 kips/ff L.L. = 2 kips/ft VVVVV loft 13 it A 7777 20 ft General information: Calculate: Y= (first 2 students' numbers+ second 2 students' numbers+ third 2 students' numbers) If (Y600 then, then X2=0.5x) First 2 students number Third 2 students number 80 Second 2 students number Second 3 student number 194 580 First 3 students number Please show your X and X, values based on your students number. 1. Design the beam BC of the frame shown in Figure 1 for bending moment and shear force according to ACI 318 code requirements. The concrete cover is 30 mm. Dead load and live loads are given in Figure 1. Provide all drawings in detail. Please do check for maximum and minimum flexural requirements, maximum and minimum spacing of the shear reinforcement Fe = X, MPa, fv = X, MPa Please re-design the beam (strengthen the beam to flexure and shear) if the live load has increased to 4 kips/ft. 7 V2 D.L. - 3.35 kips/ff L.L. = 2 kips/ft VVVVV loft 13 it A 7777 20 ft

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