24. T.chhay
468.8 ⋅ 103
muxkat;caM)ac; Ag =
Pu
0.9 Fy
=
0.9 × 250
= 2083.6mm 2
muxkat;caM)ac; A = 0.75F = 468.8×⋅400 = 1562.7mm
3
P u 10 2
e
0.75 u
edaysarEt A = A sMrab;Ggát;enH gross area EdlRtUvKñanwg muxkat;caM)ac; net area enHKW
e n
Ag = An + Ahole
= 1562.7 + 28 × t
sakl,g t = 25mm
Ag = 1562.7 + 28 × 25 = 2262.7mm 2
edaysarEt 2262.7 > 2083.6 dUcenHmuxkat;caM)ac;KW 2262.7mm 2
Ag 2262.7
wg = = = 90.5mm
t 25
sakl,gmuxkat; 25 × 92
epÞógpÞat; slenderness ratio
92 × 253
I min = = 119791.7mm 4
12
A = 25 × 92 = 2300
BI I = Ar eyIgTTYl)an
2
I min 119791.7
rmin = = = 7.22mm
A 2300
L 1750
= = 242.4 < 300 (OK)
r 7.22
cMeLIy³ eRbIEdlEdlmanmuxkat; 25 × 92 .
Ggát;enAkñúg]TahrN_TI3>10 manTTwgtUcCag 203mm EdlRtUv)aneKcat;fñak;vaCar)arEdk
bar CaCagEdkbnÞH plate. r)arEdkKYrRtUv)ankMNt;edayeGayTTwgrbs;vaERbRbYlmþg 5mm nigkM
ras;rbs;vaERbRbYlmþg 2mm ¬RbBn§½cMNat;fñak;Cak;lak;RtUv)anpþl;eGaykñúgEpñkTI1 én Manual
eRkamcMNgeCIg “Bars and Plates”.
51 eRKOgbgÁúMrgkarTaj
26. T.chhay
Figure 3.23
dMeNaHRsay³
bnÞúkemKuN (factored load) P = 1.2D + 1.6L = 1.2(155) + 1.6(310) = 682kN
u
nig muxkat;caM)ac; A = φPF = 0.9682 ) = 3031.1mm
g
u
(250
2
t y
ehIy muxkat;caM)ac; A = φPF = 0.75(400) = 2273.3mm
e
682
u 2
t u
kaMniclPaB (radius of gyration) KYrmantMély:agtUcbMput
L 4600
r= = = 15.33mm
300 300
edIm,IrknUvmuxkat;RsalbMputsMrab;bMeBjlkçxNÐTaMgenH eyIgrkEdk (unequal-leg angle) Edlman
RkLaépÞeBj (gross area) EdlGacTTYlyk)anmantMélrUcbMput rYcehIyepÞógpÞat; effective net
area. kaMniclPaB (radius of gyration) k¾GacRtUv)anepÞógpÞat;edaykarRtYtBinitüpg Edr. eday
sarkarteFVIeLIgedaymanb‘ULúgBIrCYr enaHeCIgEdlRtUv)aneFVIkartP¢ab;RtUvmanTTwgtUc bMput 127mm
¬emIlkñúgtaragKMlatRbehagtamTTWgsMrab;EdkEkg rUbTI3>22¦. eyIgcaMepþImBItaraglkçN³sMrab;
EdkEkgeTal table of properties for single angle enAkñúgEpñkTI1 én Manual nigerobnUvmuxkat;
EdkRsalCageKtamlMdab;BItUceTAFM ¬minEmnlMdab;dUcKñaenAkñúgtarageT¦.
muxkat;xageRkamGacRtUv)anerob.
L152 × 102 × 12.7 : A = 3060mm nig r = 22.1mm
g
2
min
L127 × 89 × 15.9 : A = 3180mm nig r = 20mm
g
2
min
L 203 × 102 × 11.1 : A = 3300mm nig r = 22.1mm
g
2
min
L178 × 102 × 12.7 : A = 3400mm nig r = 22.15mm
g
2
min
¬cMNaMfa sMrab;EdkEkg GkS½ X nig Y Edl)anbgðajenAkñúgtaragminEmnCaGkS½em r(principal
axes)eT EtGkS½ Z eTIbCaGkS½em (principle axis) r = r . EtsMrab;EdkEkgDub (double-angle
min z
shape) GkS½ X nig Y KWCaGkS½em.¦
53 eRKOgbgÁúMrgkarTaj
27. NPIC
sakl,g L152 × 102 ×12.7 . muxkat;enHman gross area EdlRtUvKñaBitR)akdeTAnwgRkLaépÞcaM)ac;
¬RbesIrCagmuxkat;bIeTot RkLaépÞrbs;vaRtUv)aneGayenAkñúgtarag¦.
An = Ag − Aholes = 3060 − 2(24)(12.7 ) = 2450.4mm 2
edaysarRbEvgtminRtUv)andwg AISC Eq. B3-2 minGacRtUv)aneRbIedIm,IKNna shear lag factor U .
dUcenH eyIgeRbI U = 0.85 / tMélmFüm)anBI Commentary. ¬]TahrN_TI8 kñúgCMBUkTI 7 tMNsamBaØ
bgðajlMGitGMBItMN nigtMél U mFüm GacRtUv)aneRbIedIm,ITTYl)annUvmuxkat;sakl,g bnÞab;tMél
U BI AISC Eq. B3-2 GacRtUv)anKNna¦.
A = UA = 0.85 × 2450.4 = 2082.84mm < 2273.3mm
e n
2
¬minl¥ N.G.¦
2
sakl,g L127 × 89 × 15.9
An = 3180 − 2(24)(15.9 ) = 2416.8mm 2
Ae = 0.85 × 2416.8 = 2054.28mm 2 < 2273.3mm 2 ¬minl¥ N.G.¦
eTaHbICamuxkat;enHman gross area FMCagmuxkat;munk¾eday Etvamin)anbegáIn net area eT. mUlehtu
KWRkLaépÞEdlRtUvdksMrab;rn§mantMélFM edaysarEtkMras;eCIg.
sakl,g L203 ×102 ×11.1
An = 3300 − 2(24)(11.1) = 2767.2mm 2
Ae = 0.85 × 2767.2 = 2352.12mm 2 > 2273.3mm 2 (OK)
cMeLIy³ muxkat;enHbMeBjRKb;lkçxNÐtMrUvkar dUcenHeRbI L203 ×102 ×11.1 ttameCIgEdlmanRbEvg
203mm .
enAeBlEdlEdkrag (structural shape) b¤EdkbnÞHRtUv)aneRbIedIm,IpÁúMCa built-up shape vamin
RtwmEtRtUv)anpÁúMenAEtxagcugGgát;b:ueNÑaHeT b:uEnþvak¾RtUv)anpÁúMenAcenøaHtamRbEvgbeNþayrbs;vapg
Edr. eKminRtUvkarkarpÁúMEdlmanlkçN³Cab;rhUteT. karpÁúMEbbenHRtUv)aneKehAfa stitching ehIy
eRKOgP¢ab;rbs;vaRtUv)aneKehAfa stitch bolts. karGnuvtþTUeTAKWkMNt;TItaMg stitching Edl L / r sM
rab;EpñkpÁúMnImYy² minelIs L / r sMrab;muxkat; built-up. AISC D2 ENnaMfa Edkrag built-up Edl
EpñkpÁúMrbs;vaRtUv)anEckeday filler EdlRtUv)aneRbIsMrab;P¢ab;enAcenøaH filler enaHtMélGtib,rma
L / r sMrab;EpñkmYy²minRtUvelIs 300. Edkrag built-up EdlekItelIgedayEdkbnÞH b¤edaykarpÁúM
rvagEdkbnÞHnigEdkragRtUv)aneBalenAkñúg AISC Section J3.5 of Chapter J (“Connections joints,
54 Tension Members
32. T.chhay
RbsinebIeKeRbI sag rod eKcaM)ac;KNnavaedIm,IRTbgÁMúbnÞúkdMbUlEdlRsbeTAnwgdMbUl. Ggát;
nImYy²cenøaHédrENgRtUv)ansnμt;eGayRTGVI²TaMgGs;BIxageRkamva dUcenHGgát;xagelIRtUv)anKNna
sMrab;bnÞúkenAelIépÞdMbUlEdlmanGMeBIelIGgát;enaH BIcugdMbUldl;kMBUldMbUldUcbgðajenAkñúg rUbTI 3>
59 eRKOgbgÁúMrgkarTaj
33. NPIC
28. eTaHbICakMlaMgenAkñúgGgát;nImYy²xusKñak¾eday EtCakarGnuvtþn_TUeTAeKeRbITMhMEtmYysMrab;RKb;
Ggát; sag rod enaH. kareRbIR)as;nUvmuxkat;dUcKñasMrYldl;kargarsagsg; ÉbrimaNEdkelIsminCaFM
b:unμaneT.
rUbTI 3>29 a bgðajBIkarcgP¢ab;édrENgenARtg;RBMdMbUl. Tie rod cenøaHédrENgxagRtUvTb;
nwgbnÞúkBIRKb; sag rod TaMgGs;EdlenAsgçagsøabdMbUl. kMlaMgTajenAkñúgGgát;edkmYyCabgÁúMkMlaMg
rbs;Ggát; sag rod EdlenAxagelI. düaRkamGgÁesrI (free-body diagram) rbs;édrENgkMBUl
RtUv)anbgðajenAkñúgrUbTI 3>29 b .
]TahrN_TI3>13³ Fink trusses EdlmanKMlat 6m KitBIGkS½eTAGkS½nigRTédrENg W 150 × 0.18
dUcbgðajenAkñúg rUbTI 3>30 a. édrENgRtUv)anRTeday sag rod enAcMnuckNþal. edayeRbIEdk
A36 KNna sag rod nig tie rod enAédrENgkMBUlsMrab;bnÞúk service load dUcxageRkam³
kMraldMbUlEdk (metal deck)³ 0.1kN / m 2
Built-up roof: 0.25kN / m 2
RBwl³ 0.85kN / m elIbøg;edk
2
TMgn;édrENg³ 0.18kN kñúgmYyEm:RtRbEvg
60 Tension Members