1. The document discusses torsional moments in beams. It introduces torsion and provides equations to calculate the torsional moment (T) in beams.
2. Formulas are given to calculate T based on the shear force (V) distribution in different beam sections like rectangular and circular. The maximum shear stress (vmax) is calculated from T.
3. For rectangular sections, a modification factor (α) is used to calculate vmax based on the ratio of y/x dimensions. For typical beam sections, α ranges from 0.2 to 0.3.
22. T.Chhay NPIC
!> KNnakMlaMgkat;TTwgemKuN Vu nigm:Um:g;rmYlemKuN Tu BIkMlaMgEdlGnuvtþmkelIeRKOg
bgÁúM. tMéleRKaHfñak;sMrab;kMlaMgkat;TTwg nigkMlaMgrmYlKWsßitenARtg;muxkat;EdlmancM
gay d BIépÞrbs;TMr.
@> a. eKRtUvkarEdkkMlaMgkat;TTwgenAeBl Vu > φVc / 2 Edl Vc = f 'c bwd / 6 .
b. EdkTb;karrmYlRtUvkarenAeBlEdl
f 'c ⎛ Acp ⎞
2
Tu > φ
12
⎜
⎜P ⎟
⎟ ¬!%>@0¦
⎝ cp ⎠
RbsinebIEdkRTnugRtUvkar GnuvtþviFIsaRsþxageRkam.
#> KNnasMrab;kMlaMgkat;TTwg
a. KNnaersIuisþg;kMlaMgkat; nominal Edlpþl;edayebtug Vc . kMNt;kMlaMgkat;TTwg
EdlTb;edayEdkRTnug³
V − φVc
Vu = φVc + Vs b¤ Vs = u
φ
b. eRbobeFob Vs Edl)anKNnaCamYynwgtMélGnuBaØatGtibrma 2 f 'c bw d / 3 eyag
tam ACI Code. RbsinebI Vs tUcbnþkarKNna EtpÞúymkvijtMeLIgTMhMmuxkat;rbs;
ebtug.
c. EdkRTnugkMlaMgkat;TTwgRtUv)anKNnadUcxageRkam³
Vs s
Av =
f yt d
Edl Av =RkLaépÞéneCIgTaMgBIrrbs;Edkkg
s = KMlatEdkkg
EdkkMlaMgkat;TTwgkñúgmYyÉktþaRbEvgKW
Av V
= s
s f yt d
d. RtYtBinitü Av / s Edl)anKNnaCamYynwg Av / s Gb,brma³
Av ⎛b ⎞ ⎛ ⎞
(min) = 0.063 f 'c ⎜ w ⎟ ≥ 0.35⎜ bw ⎟
s ⎜ f yt ⎟ ⎜ f yt ⎟
⎝ ⎠ ⎝ ⎠
Av Gb,brma RtUv)ankMNt;edaybTdæaneRkambnSMénGMeBIrbs;kMlaMgkat;TTwg nigkM
laMgrmYlRtUv)aneGayenAkñúgCMhanTI5
karKNnasMrab;kMlaMgrmYl 367