Weight of Beam
wbeam=23.5(0.3)(0.45)
wbeam=3.17kN/m
Part (1)
Factored Load
wu=1.4wDL+1.7wLL
wu=1.4(3.17+16)+1.7(14)
wu=50.638 kN/m
Ultimate moment
Mu=wuL28
Mu=50.638(52)8
Mu=158.24kN⋅m ← answer
Part (2)
Rn=Muϕbd2
Rn=200(10002)0.9(300)(3802)
Rn=5.1298
ρ=0.85f′cfy[1−√1−2Rn0.85f′c]
ρ=0.85(30)415[1−√1−2(5.1298)0.85(30)]
ρ=0.01394
ρmin=1.4fy=1.4415
ρmin=0.0034
Use ρ=0.01394
Number of 16-mm bars:
N=ρbdAb=0.01394(300)(380)14π162
N=7.9≅8bars ← answer
Part (3)
Mu=1.4wbeamL28+PuL4
Mu=1.4(3.17)(52)8+50(5)4
Mu=76.369kN⋅m
Rn=Muϕbd2
Rn=76.369(10002)0.9(300)(3802)
Rn=1.9588
ρ=0.85f′cfy[1−√1−2Rn0.85f′c]
ρ=0.85(30)415[1−√1−2(1.9588)0.85(30)]
ρ=0.00492>ρmin
N=ρbdAb=0.00492(300)(380)14π162
N=2.79≅3bars ← answer