bài giảng revit structure 2015

Bi ging Revit Structure 2015 www.facebook.com/hoanganhtraining

Company: www.huytraining.com

CHNG I:TNG QUAN VREVIT STRUCTURE 2015

Hng dn: Nguyn Hong AnhHome: www.facebook.com\hoanganhtrainingCompany: www.huytraining.com

BIM

https://www.youtube.com/watch?v=U2-rw3M3hgk



LMVICVIREVITNgun: http://www.sumo-d.com



BIM 7D

BIM 7D 2D S dng ng cong, ng thng, s liu phn tch; 2D vn c gi trtrong Bim

3D Xy dng m hnh khng gian 3 chiu trong BIM 4D Phn tch yu t thi gian trong m hnh 3D 5D Xy dng m hnh phn tch chi ph m hnh 4D. 6D Phn tch cc yu t nng lng trong m hnh 7D Qun l vn hnh duy tu bo dng



CC HNG NG DNG BIM KHC



CC PHN MN THAM GIA VO THITK VI REVIT STRUCTURE Revit Architecture (RAC) Revit Structure (RST) Revit Extensions Revit MEP (RMEP) Autodesk Robot Structural Analysis Professional (RSAP) AutoCad Structural Detailing (ASD) Navisworks



CC BC THIT K VI REVIT STRUCTURE

RST

RAC/ACD

RSAP

ASD

NAVISWORKS

Bc 1: xy dng m hnh s b- Chuyn m hnh t RAC hoc Autocad sang RST- C th dng m hnh trc tip trong RSTBc 2: Xc nh tit din- Nhp ti trng t hp ti trng trong RST- Chuyn qua phn mm RSAP tnh ton- Bo li vi RAC iu chnh li tit din (nu c)

Bc 3: Tnh ton v xut kt qu- Sau khi thng nht m hnh vi RAC- Chuyn m hnh sang RSAP tnh ton

ct thp v tit din thp- Trin khai chi tit cho kt qu tnh ton

bng RST hoc ASDBc 4: Tin thi cng- Phn k thi cng ti RST hoc xut m

hnh sang Navisworks lm tin thicng

CC THNH PHNTHAM GIA VO D NHng dn: Nguyn Hong AnhHome: www.facebook.com\hoanganhtrainingCompany: www.huytraining.com



Cu kinRevit

M hnh Cc cu kingii hn Khung nhn

Ch th Cc phnhp thnh Yu t ghichYu t chi

tit

S QUN L BN V

V D V CATALOGUE FAMILY TYPEINSTENCES

INSTENCESC TH

TYPEKIU

FAMILY(H)

CATALOGUE(CHNG LOI)

CTCOLUMNS

CT TRN

D500mm D600mm

TNG 1 CHIU DI TH TCH CAO ..

CTVUNG

200X200 200X300



CC THUT NG TRONG REVIT Project : Project l c s d liu c lp v thng tin thit k BIM. File projectcha tt c thng tin v thit k, t d liu kch thc ti thi cng, thng tin d ncng bao gm c nhng thnh phn c s dng thit k model, view Vivic ch s dng duy nht 1 file project c lp, Revit d dng cp nht cc phn ttrong m hnh cng nh qun l d n. Level (Tng cao/cao ): Level l mt phng nm ngang ng vai tr nh thamchiu cho cc phn t nm trong mt phng nh sn,mi v trn. Thngthng ngi thit k s dng Level xc nh chiu cao theo phng nghoc tng ca ta nh. Bn to ra mi Level cho tng tng xc nh hoc khi cntham chiu. c th to Level, bn cn phi trong th hin ca Section hocElevation View (View theo phng ng) Element (Phn t): Khi khi to mt d n, bn thm vo cc thng s ca phnt thit k. Revit phn loi phn t bi category, family v type. Category: Mt category l mt nhm cc phn t c s dng m hnh haxy dng. V d nhm cc phn t tng, dm, ct

http://thietkehyarch.vn

CC THUT NG TRONG REVIT Family : Family l lp cc phn t trong mt category. Mt family l mtnhm cc phn t c chung vi thng s, cch s dng v th hin hatng t nhau. Nhng phn t khc nhau trong cng mt family c th cgi tr khc nhau i vi mt vi hoc ton b thuc tnh, nhng tn gi v ngha ca thuc tnh l ging nhau. V d : 1 family ct b tng c th c 2phn t c thuc tnh v chiu di khc nhau nhng vn cng trong 1family. Family c th phn lm 3 loi chnh :

Loadable families: L family c th c load vo trong d n v c to t Template(mu). Bn c th quyt nh cc thuc tnh v th hin ha c family System families: Loi family ny khng th load hoc to nh 1 file ring bit. Revitnh ngha trc thuc tnh v th hin ha c system family. Ngi thit k c ths dng kiu c nh ngha trc to ra kiu mi thuc v family trong d n.V d, thuc tnh ca mi level c nh ngha trc trn h thng, nhng khi lmvic bn vn c th to ra cc level khc nhau. System family cng c th c sdng qua li gia cc d n. In-place family: nh ngha nhng phn t dng ring cho tng trng hp c thtrong d n khi c yu cu cn thit.




CC THUT NG TRONG REVITCc thuc tnh ca Family Type (Kiu): Mi family c th c vi kiu khc nhau. Mt type c th lkch thc xc nh ca family nh l 30X42 hoc cng c th l mt kiunh kiu kch thc hoc gc xc inh.

Instance: Instance l mt phn t thc s c t trn model ca d n. Type Properties: Mi phn t trong family c chung tp hp cc thuc tnh,v mi thuc tnh c gi tr ging nhau cho tt c cc th hin ca mt kiufamily ring bit.

Instance Properties: Tp hp cc thuc tnh c p dng chung cho tt cphn t thuc v mt family ring bit no , nhng gi tr ca cc thuctnh ny c th khc nhau i vi v tr phn t trn d n.


MT S T TING ANH CHUYN NGNH CAREVIT STRUCTURE Slab : bn, tm Edge : cnh, mp Truss : v ko Brace : thanh ging Foundation : mng, nn mng Isolated foundation : mng n Reinforcement : s t ct thp Rebar : thanh ct thp Perpendicular : vung gc (t thp) Parallel : song song (t thp) Cover : lp b tng bo v Abbreviation : s tm tt Partition : vch ngn Analyze : phn tch Combination : kt hp, t hp Condition : iu kin, qui nh Adjust : iu chnh Consistency : tnh bn vng




MT S T TING ANH CHUYN NGNH CAREVIT STRUCTURE Concrete - Cast-in-Place Concrete: B tng - Cast-in-Place b tng Concrete - Cast-in-Place Lightweight Concrete: B tng nh Concrete - Precast Concrete: B tng - b tng c sn Default Floor: Tng mc nh Default Floor Area Face: Mc nh din tch sn mt Default Light Source Default: Ngun sang Finishes Exterior: Lp hon thin - ngoi tht Finishes Interior: Lp hon thin ni tht

CU HNH MY TNH




REVIT2015

Operating System

Microsoft Windows 7 SP1 64-bit:Windows 7 Enterprise, Ultimate, Professional, or Home PremiumMicrosoft Windows 8 64-bit:Windows 8 Enterprise, Pro, or Windows 8Microsoft Windows 8.1 64-bit:Windows 8.1 Enterprise, Pro, or Windows 8.1

CPU TypeSingle- or Multi-Core Intel Pentium, Xeon, or i-Series processor or AMD equivalent with SSE2 technology.Highest affordable CPU speed rating recommended.Autodesk Revit software products will use multiple cores for many tasks, using up to 16 cores for near-photorealistic rendering operations.

Memory

4 GB RAMUsually sufficient for a typical editing session for a single model up to approximately 100 MB on disk. Thisestimate is based on internal testing and customer reports. Individual models will vary in their use of computerresources and performance characteristics.Models created in previous versions of Revit software products may require more available memory for theone-time upgrade process.

Video Display 1,280 x 1,024 with true color

Video AdapterBasic Graphics:Display adapter capable of 24-bit colorAdvanced Graphics:DirectX 11 capable graphics card with Shader Model 3 as recommended by Autodesk.

Disk Space 5 GB free disk spaceMedia Download or installation from DVD9 or USB keyPointing Device MS-Mouse or 3Dconnexion compliant deviceBrowser Microsoft Internet Explorer 7.0 (or later)Connectivity Internet connection for license registration and prerequisite component download

REVIT2015

Value: Balanced price and performance

Operating System


CPU TypeMulti-Core Intel Xeon, or i-Series processor or AMD equivalent with SSE2 technology. Highestaffordable CPU speed rating recommended.Autodesk Revit software products will use multiple cores for many tasks, using up to 16 coresfor near-photorealistic rendering operations.

Memory

8 GB RAMUsually sufficient for a typical editing session for a single model up to approximately 300 MB ondisk. This estimate is based on internal testing and customer reports. Individual models will varyin their use of computer resources and performance characteristics.Models created in previous versions of Revit software products may require more availablememory for the one-time upgrade process.

Video Display 1,680 x 1,050 with true colorVideo Adapter DirectX 11 capable graphics card with Shader Model 3 as recommended by Autodesk.Disk Space 5 GB free disk spaceMedia Download or installation from DVD9 or USB keyPointing Device MS-Mouse or 3Dconnexion compliant deviceBrowser Microsoft Internet Explorer 7.0 (or later)Connectivity Internet connection for license registration and prerequisite component download



REVIT2015

Performance: Large, complex models

Operating System


CPU TypeMulti-Core Intel Xeon, or i-Series processor or AMD equivalent with SSE2 technology. Highestaffordable CPU speed rating recommended.Autodesk Revit software products will use multiple cores for many tasks, using up to 16 cores fornear-photorealistic rendering operations.

Memory

16 GB RAMUsually sufficient for a typical editing session for a single model up to approximately 700 MB ondisk. This estimate is based on internal testing and customer reports. Individual models will vary intheir use of computer resources and performance characteristics.Models created in previous versions of Revit software products may require more availablememory for the one-time upgrade process.

Video Display 1,920 x 1,200 with true colorVideo Adapter DirectX 11 capable graphics card with Shader Model 3 as recommended by Autodesk.Disk Space 5 GB free disk space10,000+ RPM (for Point Cloud interactions) or Solid State DriveMedia Download or installation from DVD9 or USB keyPointing Device MS-Mouse or 3Dconnexion compliant deviceBrowser Microsoft Internet Explorer 7.0 (or later)Connectivity Internet connection for license registration and prerequisite component download

NI DUNG GIO TRNHHNG DN REVITSTRUCTURE 2015




MC LCChng 1: Tng quan v Revit

Structure 2015Chng 1: Tng quan v Revit

Structure 2015

Chng 2: Thit lp ban uChng 2: Thit lp ban u

Chng 3: Cc lnh c bnChng 3: Cc lnh c bn

Chng 4: Xy dng m hnhkt cu thp

Chng 4: Xy dng m hnhkt cu thp

Chng 5: Th vin kt cuChng 5: Th vin kt cu

Chng 6: Th vin k hiuChng 6: Th vin k hiu

Chng 7: Th thut trong revitChng 7: Th thut trong revit

Chng 8: B tr thp trong cukin b tng

Chng 8: B tr thp trong cukin b tng

MC LCChng 9: Tm hiu cng c

ExtensionChng 9: Tm hiu cng c

Extension

Chng 10: Cc cng c phn tchkt cu

Chng 10: Cc cng c phn tchkt cu

Chng 11: Gii thiu Tools h trRevit Structure

Chng 11: Gii thiu Tools h trRevit Structure

Chng 12: Trin khai chi titChng 12: Trin khai chi tit

Chng 13: Thng kChng 13: Thng k

Chng 14: Bn v v in nChng 14: Bn v v in n

Chng 15: Lin kt cc phn mnkhc

Chng 15: Lin kt cc phn mnkhc

Chng 16: Revit 2016Chng 16: Revit 2016

Gio n Revit Structure 2015 www,facebook.com/hoanganhtraining


CHNG 2THIP LP BAN U


CC PHM TT TRONG REVITSTRUCTURAL




PHM TT CU KIN

PHM TT CU KIN



PHM TT MNG

PHM TT THPTH

BV



PHM TT MODEL

PHM TT CHO TRNG



PHM TT LI

TNG QUAN V HIN TH




GII HN TM NHN

GII HN TM NHN

- 1: Top- 2: Cut plane- 3: Bottom

- 4: Offset (from bottom)- 5: Primary Range- 6: View Depth- 7: elevation shows the view range



GII HN CT

- No Clip: khng ct xn- Clip Without Line: ct khung, khng

hin cc ng bn di- Clip With Line: ct khung, c hin cc

ng bn di

GII HN CT- 1: The cut plane: mt ct- 2: The view depth: Chiu su ct- 3: The plan view with the wall

below Level 3 clipped: mt bng ctng bn di tng 3 b ct

- 4: Tthe plan view with the wallbelow Level 3 visible: mt bng ctng bn di tng 3 c nhnthy



GII HN CT- 5: The cut plane: mt ct- 6: The view depth: Chiu su ct- 7: No Clip: khng ct xn- 8: Clip Without Line: ct khung,

khng hin cc ng bn di- 9: Clip With Line: ct khung, c

hin cc ng bn di

KIM SOT HIN TH Architectural Discipline Structural Discipline Mechanical, Electrical, and PlumbingDisciplines



V D

ARCHITECTURAL DISCIPLINEHin th kin trc- Hin tt c cc cu kin ca kin

trc- Hin th cc nt ng vi cc

yu t xem- Ch hin cc khung chi tit ca

kin trc, mt ct, cao trnh- Nt n khng c hin th- .V d:1: Khay cp c che khut bi lpv kin trc.2: Ch hin k hiu ct kin trckhng th hin nt ct khc



STRUCTURAL DISCIPLINEHin th kt cu- Hin tt c cc cu kin ca kt

cu- Tng kin trc s b n- Nt ct chi tit c th hin- Nt khut c hin th- .V d:1: Tng kin trc khng hin th.2: Cc nt ct chi tit cho kt cu sxut hin3: Nt khut trong phm vi viewnhn c th hin

MECHANICAL, ELECTRICAL, ANDPLUMBING DISCIPLINES Hin th MEP- Cc yu t khc MEP b m i- Cc thit b MEP c hin ln

(cho d n c b che khut bicc yu t khc)

- Cc yu t che khut thit b ni (trn, sn, )

V d:1: Cc yu t kin trc hin ch m bn2: Cc i tng MEP th hin ntdm hn theo qun l nt v khngb che ph3: Hin th cc nt ct ca phnMEP cc nt ct khc s khng xuthin4: nt chm gch th hin ccdng ng



TY CHNHHIN TH

CtChi titSnCc modelsng thngKhiCc yu t chia i tngRam cCc hnh nhMiL trngCu thangThp snH thng dmCc lin ktThp sn tm an c snThp tm an c snKt cu mngDmThp m cho snThanh thpCc gn gia cngV koTng

QUN LN V V BT IM




QUN LN V

n v o chiu din v o din tchn v o th tchn v o gcn v o dcn v tin tn v khi lng ring

Ngnh:- Common: Dng chung tt c cc

ngnh- Structural: dng cho kt cu- Electrical: Dng cho ngnh in- Energy: dng cho nng lngK hiu s thp phn v nhm ch s

QUN LN VKT CU

Lc tc dngLc phn b theo tip tuynLc phn b trn b mtM menM men theo tuyn tnhng sutTrng lng ringTrng lngKhi lngKhi lng trn mt vung co dn do nhit H s im ca l xoH s ng thng ca l xoH s din tch ca l xo



NHDNGN V

S dng n v theo d nThit lp n v

Lm trn s Th hin lm trn s

K hiu n v

S 0 s khng hin thVD: 123,400 => 123,4Khng th hin s 0 theo h inVD: 04 => 4Th hin du + trc gi tr dngNhm cc s theo hng nghnB cc khong cchVD: 1 2 => 1-2

HP THOIQUN L BTIM



HP THOI QUN L BT IMBt tt ch t ng bt im

Chn gi tr tng theo chiu di bt im

Chn gi tr tng gc nghin cc i tng bt im

HP THOI QUN L BT IMu nt i tngim giaim gn

Nt li mt phng lm vic1/4 ng trn

Giao imTm ng trn

Vung gcTip tuyn

im

Cc i tng b che khut Bt im m my



HP THOI QUN L BT IM

Gio n Revit Structure 2015 www.facebook.com/hoanganhtraining

company: www.huytraining.com

CHNG 3CC LNH C BN


LI V CAO




THUC TNH CA LI

Nhm nhn dng- Tn liNhm phm vi- Hp phm vi

THUCTNH CALI Nhm Hnh nh- K hiu- ng nt cho on gia- nt ca on cui- Mu sc ca on cui- Mu t on cui- K hiu on cui th 1- K hiu on cui th 2- Khng c k hiu (top trn, bottom di,

both c 2, none - khng)

on gia

on cui



THUCTNH CACAO Nhm rng buc- Cao - TngNhm kch thc- Cch tnh chiu caoNhm nhn dng- Tn- Kt cu- Tng ton nhNhm phm vi- Hp phm vi

THUCTNH CACAO

Nhm rng buc- cao c bn: theo d n hoc theo cao thct kho st - Survey PointNhm Hnh nh- nt ng cao - Mu sc ng cao - Mu t ng cao - K hiu cao - K hiu on cui th 1- K hiu on cui th 2



TO CT KT CU


PHN BIT CT KIN TRC V KT CUCT KIN TRC CT KT CU

Nhiu hnh dng khc nhau t hnh dng, ch yu l hnh ch nht,hnh vung

Nhiu vt liu khc nhau Vt liu ch yu gm c B tng v Thp

Cc thng s thuc tnh t Nhiu thng s thuc tnh ca ct

Khng c s tnh C s tnh, tham gia v qu trnh phntch lc

V trong kin trc V c trong kin trc ln kt cu

C th lng ct kt cu vo trong ct kintrc



CC LOI CT

Ct b tngThp tn mngB tng c snThpG

THUC TNHCT KT CU

V tr ctCao chn ctKhong cch vi cao chn ctCao nh ctKhong cch vi cao nh ctKiu ctDch chuyn cng vi liNgn phngVt liuHin ng phn tchLp B tng bo v mt trnLp B tng bo v mt diLp B tng bo v mt cn li



KIU CT NGHING



CT NGHING LIN KT VI MI HOC SN

CT NGHING LIN KT VI MI HOC SN



CT NGHING LIN KT VI DM

CT NGHING LIN KT VI DM



KT HP CT VI CC M HNH KHC

KT HP CT VI CC M HNH KHC



TO DM


BNG LIN KT CA DM

Horizontal Bracing: thanh ging ngang; Girder: X nh; Joist: dm vn sn; Purlin: ntay; Other: mc ch khc



CC LOI DM

b tngThp tn mngB tng c snThpG

THUCTNH CADM

Nhm rng buc- Cao tham chiu- Mt phng tham chiu- Cao im u- Cao im cui- nh hng (gi tr ch c)- Gc xoay ca dmV tr hnh hc- Cn chnh hng trc y,z- Cn chnh hng trc y (Origin, Left, Center, Right )- Khong chnh so vi trc y- Cn chnh trc z (Origin, Top, Center, Bottom)- Khong chnh so vi trc zVt liu v hon thin- Vt liu kt cuNhm kt cu- Chiu di dm b ct- S dng lm phn t kt cu (Girder, Horizontal bracing, Joist,

Other, Purlin)- C th hin s phn tch- Lp b tng bo v mt trn- Lp b tng bo v mt di- Lp b tng bo v cc mt cn liNhm kch thc- Chiu di- Th tch



THUC TNHNGPHN TCH

Thng tin nhn dng- S mt- Ghi chPhn k- Phn k mi- Phn k tho dPhn tch kt cu- nh ngha im u: khp, ngm, nt cng, .- Fx, Fy, Fz, Mx, My, Mz: kha cc phng v momen im u- nh ngha im cui: khp, ngm, nt cng, .- Fx, Fy, Fz, Mx, My, Mz: kha cc phng v momen im cuiM hnh phn tch- Phn tch nh l- Lin kt phn tchThuc tnh phn tch- Tn Family- Thuc tnh vt l ca vt liu- Chiu di- Gc xoay ca tit dinCn chnh phn tch- Phng php phn tch im u: t ng- Th hin chiu y,z im u- Phng php phn tch im cui: t ng- Th hin chiu y,z im cui

DM HNH CUNG TRN



TNG KT CU


THUCTNH CATNG

Nhm rng buc- ng nh v:- Chn tng- Khong chnh chn tng- nh tng- Chn tng lin kt vi- Khong cch dch chuyn ca cc lp chn tng- Khng hn ch chiu cao- Khong chnh nh tng- nh tng lin kt vi- Khong cch dch chuyn ca cc lp nh tng- L ng gii hn phng- Lin h gi tr khi lngNhm kt cu- L phn t kt cu- C th hin s phn tch- Lp b tng bo v mt trn- Lp b tng bo v mt di- Lp b tng bo v cc mt cn liNhm kch thc- Din tch- Th tch



THUC TNHPHN TCHTNG

Thng tin nhn dng- S mt- Ghi chPhn k- Phn k mi- Phn k tho dM hnh phn tch- Phn tch nh l:Thuc tnh phn tch- Tn Family- Thuc tnh vt l ca vt liu- Din tch- Chu viCn chnh phn tch- Phng php phn tch: t ng- Th hin chiu Z- PPPT m rng nh tng- Th hin nh tng trc y- PPPT m rng chn tng- Th hin chn tng trc y

TH LOITNG

Xy dng- Kt cu: chn vt liu v dy tng- Lp bn ngoi tng- Lp bn trong tng- B rng tng- Chc nng: bn trong hoc bn ngoiTh hin- K hiu khi t chi tit- Mu sc khi t chi titVt liu v hon thin- Vt liu kt cuNhm thng tin nhn dngThuc tnh phn tch



H THNG DM


THUCTNHCAHDM

Nhm rng buc- V trong 3D- Cao trnh mt phng lm vic- Mt phng lm vicTo dy- Phng php b tr thanh

- Fixed Spacing: Khong cch gia cc thanh- Maximum Spacing: Khong cch ln nht gia cc

thanh- Fixed Numbe: Cho s thanh- Clear Spacing: Khong cch tnh t 2 mp thanh

- Khong cch tm gia cc dm- Cn chnh:- Loi dmNhm rng buc- nh s thnh vin dm trong cc view- Hnh nh- Ghi ch- K hiuPhn k- Phn k mi- Phn k tho d



TO MNG


T



THUCTNHMNGN

Thng tin rng buc- Cao trnh- im t- Khong cch h so vi im t- Bt im vi li trcVt liu v ln hon thin- Vt LiuKt cu- Hin ng phn tch trong m hnh- Lp b tng bo v mt trn- Lp b tng bo v mt di- Lp b tng bo v cc mt cn liKch thc- Cao lp trn- Cao lp diThng tin nhn dng- Hnh nh- Ghi chnh nhn

THUCTNHMNGTNG

Thng tin rng buc- Khong lch tmKt cu- Hin ng phn tch trong m hnh- Lp b tng bo v mt trn- Lp b tng bo v mt di- Lp b tng bo v cc mt cn liKch thc- Di- Rng- Th tch- Cao lp trn- Cao lp diThng tin nhn dng- Hnh nh- Ghi chnh nhn



THUCTNH MNGSN

Thng tin rng buc- Cao trnh- Khong cch h so vi cao trnh- Lm gi tr cho massKt cu- Thuc tnh kt cu- Hin ng phn tch trong m hnh- Lp b tng bo v mt trn- Lp b tng bo v mt di- Lp b tng bo v cc mt cn liKch thc- nghing- Chu vi- Din tch- Th tch- Rng- Di- Cao lp trn- Cao lp di- B dy sn

THUCTNH GSN

Rng buc- Nng cp so vi phng thng ng- Dch theo phng ngangKt cu- Lp b tng bo vKch thc- Di- Th tchThng tin nhn dng- Hnh nh- Ghi chnh nhnPhn k- Phn k mi- Phn k tho dThuc tnh- Gc lch ca tit din g



THUC TNH PHN TCH CA GI MNG

TO SN




THUCTNH CASN

Nhm rng buc- Cao - Chiu cao mt sn cch cao chn- L mc gii hn phng- L phn t lin quan n khi lngNhm kt cu- L phn t kt cu- C th hin s phn tch- Lp b tng bo v mt trn- Lp b tng bo v mt di- Lp b tng bo v cc mt cn liNhm kch thc- dc- Chu vi- Din tch- Th tch- dy snThng tin nhn dng- Hnh nh- Ghi chnh nhnPhn k- Phn k mi- Phn k tho d

THUCTNH PHNTCH SN

Thng tin nhn dng- S mt- Ghi chPhn k- Phn k mi- Phn k tho dM hnh phn tch- Phn tch nh l: Sn lm vic 1 hoc 2

phngThuc tnh phn tch- Tn Family- Thuc tnh vt l ca vt liu- Din tch- Chu viCn chnh phn tch- Phng php phn tch: t ng- Th hin chiu Z



TH LOISNXy dng- Kt cu: chn vt liu v dy sn- Chiu dy sn mc nh- Chc nng: bn trong hoc bn ngoiTh hin- K hiu khi t chi tit- Mu sc khi t chi titVt liu v hon thin- Vt liu kt cu

CHNG 4XY DNG M HNHKT CU THPHng dn: Nguyn Hong AnhHome: www.facebook.com\hoanganhtrainingCompany: www.huytraining.com

LIN KT DM VI CTBNG EXTENSION


IU KIN P DNG

Dm ct u thp hnh ch I Ch p dng vi lin kn trnCC TRNG HP LIN KT KHNG P DNG C

HNH DNG KCH THCLin kt bu lng Lin kt bng ng hn

Chn vt liu cho cc mi ni ghp

Loi ctKiu ctVt liuCaoRng dy bn bng dy bn cnhGc xoay ca dm, ctGc nghin ca dm sovi ct

LU VI BN M B rng bn m phi b tr bulong (hoc ng hn) Bn m c xc nh da trn mnh v bn Dng lin kt ngm v lin kt khp

KCH THC TM MTm trc

Ke trn ca ct Ke di ca ct

CaoRngDyKhong nh lnKhong nh xung

CaoRngDyKhong cch v trVt liu

KE GCKe thng ng bn trn

Ke thng ng bn di

CaoDiRng dy bn bng dy cnhGc xoayVt liu

Thm tm gia cng trn Thm tm gia cng diDiRng dyVt liu

BU LNGng knh

i xng qua tim dm

Nhm b tr :S ct Bu longS hng bu longS bulng trn 1 hngK/c gia cc ctK/c gia hngK/c t mp ct nbulong

Cp bn

K/c bng nhauK/c hai u bng nhau

i xng qua tim dm

TP P GIA CNGTm p nm ngang cho ct Tm p nm dc cho dm

dy tm trn dy tm diVt liu

Tm ke gia cng cho cnh ca ct

Kiu tm ke

Loi p 2 bn

CaoRngDyVt liu

MI HNng hn cho dm

dy ng hn cho cnh dy ng hn cho bng dy ng hn cho gn

ng hn cho ke dy ng hn cho cnh trn dy ng hn cho cnh di

ng hn cho tm tng cng ctNgangThng ng

LIN KT CT VI MNGBNG EXTENSION


HNH DNG KCH THCLoi familyLoiVt liu

Thng tin ctCaoRngB dy bn cnhB dy bn bngGc vt

Tm gia cng chn ctKhng c tm gia cngTm gia cng nTm gia cng hnh thangC bt u

KCH THC BN MTm trnDiRngDyVt liuTm diDiRngDyVt liu

t vo gia theo v tr mc neoThm mt tm di chn ctDiRngDyVt liu

MC NEOB tr mc neoS hngS ctK/c gia cc hngK/c gia cc cton chnh

Thng s bulong neoLoi thanh ng knh

Cp bulong

Tm neoDiRngDyVt liu

ai c

KHI NMThng s khi nm

Kiu

Tit dinVt liu

CaoDiRngDy

MI HNThng tin ng hnTm chnhKhi nmai cTng cng

ng hn tm lin kt vi mng

V KO


TH VIN V KO

THUCTNHCA VKO

Nhm rng buc- Mt phng tham chiu- Cao tham chiuNhm kt cu- Thanh khung trn- Thanh khung di- Cn chnh v tr t khung (top trn, bottom

di)- Cn chnh theo thanh chun

- Center: ly tim lm chun- Top: ly thanh trn lm chun- Bottom: ly thanh di lm chun

- Gc nghing ca v ko so vi phng thngng

- Cn chnh thanh gi - V tr k hiu gn vo (khi xem di dng

th)Nhm kch thc- Chiu cao v ko- Khong chnh ca thanh khng c gi - Khu ca v koNhm thng tin- Hnh nh- Tiu chun p dng thit lp v ko- Ghi chnh du

THUCTNHCA VKO

Nhm thanh trn- La chn ng phn tch- Kiu thanh khung kt cu- Lin kt ti nt u (pinded khp, Fixed ngm,

bending moment Xoay hoc t nh ngha )- Lin kt ti nt cui (pinded khp, Fixed ngm,

bending moment Xoay hoc t nh ngha )- Gc nghing ca thanh so vi phng thng ngNhm thanh chng thng ngNhm thanh choNhm thanh diNhm rng buc- K hiu dm mt bng (ct dm)- nh hng (thng ng, hoc vung gc)



CHNG 5-6:TH VIN


TO TH VIN VT LIU




THIT LP VT LIUTCVN 5574 2012





THUC TNHBT B20



CC THNG S VT L B TNG B20Ting Anh Ting Vit B20Thermal Expansion coefficient H s gin n v nhit 0,0001/0CBehavior: Isotropic, Orthotropic Trng thi: ng hng, trc hngYoungs Modulus m un bin dng dc ca (E) 27000 MPAPoisson ratio H s Pission 0,2Shear Modulus: m un ct 11250 MPAUnit Weight Trng lng ring 2500kg/m3Concrete compression Cng chu nn 15 or 11,5 MPAShear strength modification H s thay i sc chng ct ca vt liuLightweight B tng nh 1,4 MPAYield strength Cng chu kotensile strength Cng chu nnDamping ratio H s gim chn 0,15

TH VIN THP NH HNH



THUCTNH KTCU THP

BNG SECTION DATABASE

Din tch thp trc X

Mmen qun tnh trc yMmen qun tnh trc x

Mmen qun tnh trc zH s cng chng ct trn trc YH s cng chng ct trn trc ZMmen chng ung trc XDin tch ct H s kh ng xut ct ti gii hn QyDin tch ct H s kh ng xut ct ti gii hn QzM dun do ca tin din trc YM dun do ca tin din trc Z

Khi lng trn mt mt diDin tch trn mt mt di

Mmen qun tnh ca tit din



CC THNG S VT L THP CT3Ting Anh Ting Vit CT3Thermal Expansion coefficient H s gin n v nhit 0,000012/0CBehavior: Isotropic, Orthotropic Trng thi: ng hng, trc hngYoungs Modulus m un bin dng dc ca (E) 210000 MPAPoisson ratio H s Pission 0,3Shear Modulus: m un ct 80800 MPAUnit Weight Trng lng ring 7850 kg/m3Concrete compression Cng chu nn 280 ~ 500 MPAYield strength Cng chu kotensile strength Cng chu nnDamping ratio M dun ct 1,73



CU THANG


CU THANG Cu thang c nhiu hnh dng khc nhau Cn rt nhiu thng tin to ra hnh dng cu thang Cu thang kt cu n gin hn cu thang v kin trc Cu thang trong kt cu c th l nhng tm sn nguyn khi Mun v cu thang trong kt cu phi vay mn cu thang trong kintrc hoc v cc tm sn ni li vi nhau



MT S THNG S CU THANG VIT NAM Chiu rng thn thang: 0,9 ~ 1,2m Nh ph bit th dc ca cu thang: c tnh theo cng thc sau: 2h + b = 600 mm(h: chiu cao bc thang, b: b rng bc thang)

Chiu ngh: chiu rng chiu ngh > chiu rng ca thn thang Chiu cao ca lan can: thng thng 0,9m

CC KIU CU THANG 190mm max riser 250mm going: Cu thang c chiu cao bc max 190mm v b rng bc l 250mm.

Industrial and Assembled: Cu thang cng nghip xng Monolithic Stair: Cu thang nguyn khi Private: Cu thang gia nh



V D:

Cu thang nguyn khi, cmt bc

Cu thang gia nh khng linkt chiu ngh

Cu thang cng nghip g,khng nguyn khi v khng cthanh

Cu thang cng nghip thp,khng nguyn khi v khng cthanh

Cu thang cng nghip thp, khngnguyn khi v c thanh

Cu thang nguyn khi,khng c bc

THNGTIN THUCTNH CUTHANG

Nhm rng buc- Cao chn cu thang- Khong cch chn cu thang n cao chn- Cao nh cu thang- Khong cch chn nh cu thang n cao

chnNhm th hin- K hiu ch ln- K hiu ch xung- K hiu hng ln- Mi tn hng ln- K hiu xung di- Mi tn hng xung- Mi tn hng ln cho tt c cc khung nhnNhm Kt cu- Lp b tng bo vNhm kch thc- Rng- S bc thit k- S bc thc t- Chiu cao bc- Chiu rng thc ca bc



CC BINS CACNTHANG

Nhm Cng thc tnh- Cng thc tnh bc- B rng ti thiu- Chiu cao ti aNhm cu to- Khong ko di ca dm dc cu thang

xung di sn- Cu thang nguyn khi (cng 1 loi vt

liu)- B rng ca phn gy rng ca ca cu

thang nguyn khi- Di gm bc thang:; Stepped: c bc;

Smooth trn- Chc nng: interior trong nh; Exterior:

ngoi nhNhm k hiu:- Th hin nt ct trn mt bng- C ch- Font chNhm vt liu- Mt ct ngang ca bc- Mt ng ca bc- Dm dc cu thang- C khi cu thang

Stepped

Smooth

Below Base = 0

CC BINS CACUTHANG

Nhm mt ngang trn bc cu thang- B dy mt trn ca bc thang (Tm p bc)- Bin dng mi bc- Bin dng mi c gn cho ..Nhm c bc thang- C c bc ti im u cu thang- C c bc ti im cui cu thang- Cc kiu c bc: None khng c c bc, Straight

C bc thng gc vi mt trn ca bc; Slanted: Cbc to vi mt ngang ca bc

- B dy c bc- S kt ni gia c bc v mt ngang ca bcNhm dm dc cu thang- Ct u trn ca dm dc- Dm dc bn phi- Dm dc bn tri- Dm gia- B dy ca dm- B cao ca dm- Khong cch t mp bc thang- Khong cch t y dm n nh y bc- Khong cch t dy dm bao quanh chiu ngh



CC THUC TNH CA CU THANG

CC PHNG PHP XY DNG CUTHANG TRONG KT CU

1. Monolithic Stair 2. Model in Place 3. Sn nghing- Dng hnh nhanh- C nhiu thng s t ng iu

chnh- T ng v- Xut hin bc thang- Khng thng k c phn b tng- Khng c s phn tch

- Dng hnh nhanh- Khng c thng s iu chnh

(tt c phi v bng tay)- V tu - C hoc khng- Thng k c b tng- Khng c s phn tch

- Dng hnh chm- Thng s ca tm sn, phi

dng trn cc thng s c sn- V nhng tm ghp li vi nhau- Khng c bc thang- Thng k c phn b tng- C s phn tch



CHNG 8-9B TR THP


LP B TNG BO V




LP B TNG BO V MNG

S tay kt cu cng trnh PGS PTS V Mnh Hng

LP B TNG BO DM




Trong bn v tng c chiu dy:+ T 100 mm tr xung: 10 mm (15 mm)+ Trn 100 mm: 15 mm (20 mm) Trong dm v dm sn c chiu cao:+ Nh hn 250 mm: 15 mm (20 mm)+ Ln hn hoc bng 250 mm: 20 mm (25 mm) Trong ct: 20 mm (25 mm) Trong dm mng: 30 mm Trong mng:+ lp ghp: 30 mm+ ton khi khi c lp b tng lt: 35 mm+ ton khi khi khng c lp b tng lt:70 mm

LP B TNG BO V - TCVN 5574:2012

B TR THP CHOCU KIN DMHng dn: Nguyn Hong AnhHome: www.facebook.com\hoanganhtrainingCompany: www.huytraining.com



CT THP THEO KINH NGHIM


CT THP THEO KINH NGHIM




CC THNG STHANH THP - REBAR


THUC TNHCA THP

Xy dng- Phn vng- nh du thng k- Kiu- Hnh dng- Hnh nh- Mc thp ti v tr u- Mc thp ti v tr cuit thp- Phng n t thp- S lng- Khong cchHin th- Hin th thp ti cc mtKt cu- Th tch thp trong cu kinKch thc- Chiu di thanh thp- Tng chiu di thanh thp- A,B,C,.R: chiu di tng on thpThng tin nhn dng- Hnh nh- Ghi chnh nhn



THUCTNH CATHP

Xy dng- Bin dng thanh thp- Lm trn chiu di thpHin th- Hin th thp ti cc mtVt liu v hon thin- Vt liu thpKch thcng knh thp- ng knh on un thp thngng knh on mc thp- ng knh on un thp ai- Quy nh di ca mc thp- Bn knh un ln nhtThng tin nhn dng- .

MC THP 450



MC THP 900

MC THP 1350



MC THP 1800

B TR THP CHOCU KIN SN




SN 1 PHNG V SN 2 PHNG


B TR THP TRONG SN LM VIC 1 PHNG




CC THNG STHANH THP SN


THUC TNHCA THPSN

Xy dng- Phn vng- Phng n t thp- Thm mt on vo lp b tng bo v pha trn- Thm mt on vo lp b tng bo v pha diHin th- Hin th thp ti cc mtKt cu- Th tch thp trong cu kinCc lp- Lp thp chnh trn- Loi thp cho lp thp chnh trn- Hng mc thp chnh trn- S lng thanh thp chnh trn- Lp thp ph trn- Loi thp cho lp thp ph trn- Hng mc thp ph trn- S lng thanh thp ph trn- Lp thp chnh di- Loi thp cho lp thp chnh di- Hng mc thp chnh di- S lng thanh thp chnh di- Lp thp ph di- Loi thp cho lp thp ph di- Hng mc thp ph di- S lng thanh thp ph di



V D PHNG CHNH V PHNGPH

THUCTNH CATHP M

Xy dng- Phn vng- Phng n t thp- Thm mt on vo lp b tng bo vHin th- Hin th thp ti cc mtKt cu- Th tch thp trong cu kinCc lp- Mt- Khong cch thp- S lng thanh- Kiu thanh ca thp m chnh- Chiu di Thanh thp m chnh- Loi mc thp v tr u thp m chnh- Loi mc thp v tr cui thp m chnh- Chiu mc thp thp m chnh- Kiu thanh ca thp xen k- Chiu di Thanh thp xen k- Loi mc thp v tr u thp xen k- Loi mc thp v tr cui thp xen k- Chiu mc thp thp xen k



B TR THP BNGCC TM AN


THP TM AN Li thp thng lm sn ti nh my v lp rp ti cng trng Tiu chun tm li c p dng tiu chun ca M V tng t nh i vi thp sn



THUC TNHCA LITHP

Xy dng- Phn vng- Kiu tm li thp- V tr: (Trn, di, trong, ngoi)- V tr ni chng- di on chng theo hng chnh- di on chng theo hng ph- Thm mt on so vi lp b tng bo vKt cu- Tng khi lng li thpNhn dng- Ghi ch thnh vin li thp- Hnh nh- Ghi chnh s- i tng t li thpPhn k- Phn k u t mi- Phn k tho d

CC PHNG N CHN MI NI

Aligned: Cc mp tm an chm nhau



CCPHNGN CHNMI NI

Major Half-way Stagger : Xen k theo hngchnh chnh gia

Major Passing Stagger : xen k theohng chnh ton b

Minor Half-way Stagger Xen k theohng ph chnh gia

Minor Passing Stagger : xen k theohng ph ton b

THUCTNH CALITHP

Xy dng- ng knh dy ct thp cho hng chnh- ng knh dy ct thp cho hng ph- di mc nh on chng ln nhau theo hng chnh- di mc nh on chng ln nhau theo hng ph- Lm trn sVt liu v hon thin- Vt liu- Thuc tnh vt l ca vt liu c gnKt cu- Khi lng tm- Khi lng tm trn n v din tch- Din tch ct thp theo phng chnh- Din tch ct thp theo phng phCc lp- Tng di ca mt tm



V D: PHNG CHNH V PHNG PH



CHNG 10PHN TCH


HIN TH TRONG PHNTCH KT CU




CC LOI NG PHN TCHTING ANH TING VITAnalytical Beams Phn tch dmAnalytical Braces Phn tch gingAnalytical Columns Phn tch ctAnalytical Floors Phn tch snAnalytical Foundation Slabs Phn tch sn mngAnalytical Walls Phn tch tng

TO A PHNGColumns, Braces and Beams x (red) theo phng di ca cu kin. y (green) theo phng ngang vi to chnh. z (blue) theo phng ng vi ta chnhWalls x (red) trong mt phng, theo phng thng ng. y (green) trong mt phng theo phng vung gc vi trc x. z (blue) Hng vo trong hoc ngoi ca tngFloors and Slabs x (red) trong mt phng nm cng chiu vi phng chnh ca cu kin. y (green) trong mt phng vung gc vi trc x z (blue) vung gc hng ln vi b mt



LIN KT

Beam to Column Beam to Beam Beam to Wall

LIN KT TNG

Center of element projection

Center of core projection



V D LIN KT CT VI DM

V D LIN KT VNG CUNG



KIM TRA PHNTCH KT CU


CC YU T CN KIM TRA Kim tra cc gi Kim tra tnh bn vng ca m hnh Kim tra cc cng on khc nhau ca d n iu chnh cho n khp vi nhau Mi thnh phn kt cu phi c gi ti m hnh vt l vi im ta



IU KIN V GI Stt CU KIN SL GI CC GI 1 CT > 2 Ct, mng n, mng bng, dm

tng, sn2 TNG > 2 ti im

1 gi dng ngCt, mng n, mng bng, dm, sn

3 DM > 2 gi 1 gi + 1 gii phng lk

Ct, mng n, mng bng, dm,tng

4 THANH GING > 2 gi Ct, mng n, mng bng, dm,tng, sn

5 SN > 3 gi (k cng trnmt ng thng)

Ct, mng n, mng bng, dm,tng

MT PHNG CHIU PHN TCHANALYTICAL PROJECTION PLANECU KIN MT PHNG THAM CHIUCT C 2 mt phng tham chiu mc nh ti nh v chn ct

y l mt phng song song vi mt bng tng xc nh gii hn ca ct ktcu

TNG KT CU L mt phng tim tngDM Mt phng mc nh c th t trn mt bng tng hoc theo hnh dng ca

tit din.Mt phng ny theo trc X ca dmTHANH GING Mt phng mc nh c th theo hnh dng ca tit din

Mt phng ny song song vi trc X ca thanh

SN KT CU Mt phng tham chiu mc nh l song song vi mt trn ca cao , cc mtsn tip theo c xc nh theo cc cao tip theo ca d n

MNG SN Mt trn ca mng sn



CC THNH PHN TI TRNGCh p dng cho dm v ct, khng p dng cho sn- Fx: lc dc trc X- Fy: lc dc trc Y- Fz: lc dc trc Z- Mx: m men xon theo trc X- My: M men un theo hng trc Y- Mz: M men un theo hng trc Z

K HIU

Biu tng khong cch ctGing

Dm/v koCt

K hiu ca thang gingBim tng mt phng

Khong h ca ng song song

Hin thanh ging trn

Hin thanh ging di

Hin thanh chng ging

K hiu lin ktHin k hiu cho

Parallel Line

Line with Angle



TI TRNG

Tnh tiHot tiGiTuytHot ti miTi ngu nhinNhit ng t

T HP TITRNG

T hp ti trng

Hiu chnh cng thc S dng t hp

Combination: t hp, cho ra kt qu thnh phn v phn lcEnvelope: t hp bao, cho kt qu max v min ca ti trng t hpServiceabillity: kh nng chu tiUltimate : trng thi ti hn (t hp bt li nht)

Kt hp vi cc add-in lc ti



KIM TRAKT CU

T ng kim traKim tra gi

Tnh bn vng ca kt cu

Sai sKhong cch gia cc gi

Khong cch gia m hnhphn tch v m hnh vt l

T ng cn chnh cc lin kt

T ng cn chnh theo phng ngang

T ng cn chnh theo phng ng

Kim tra cc thnh phn gi Kim tra theo th t vng

Kim tra tnh bn vng ca m hnh vt l v m hnh phn tchKim tra kh nng lin kt ca m hnh phn tch

Kim tra m hnh phn tch c iu chnh cch xa v tr ban u hay khngKim tra dm vi sn c trng nhau khng

Kim tra tnh n nh sau khi gii phng lin ktKim tra m hnh phn tch c nm ngoi m hnh vt l khng

Kim tra m hnh gn gi tr vt liu chaHin th m hnh phn tch c phng n

Phn tch u mt tuyn tnh ca m hnh

K HIUGI

K hiu cc giNgm cngGi c nhNgm trtT nh ngha

Khong cch gia din tch v ng k hiu



GI


CC LOI GI

Gi cho im Gi cho ng Gi cho mt phng



CC LOI GI STT PHNG Fixed

(ngm)Pinned

(gi c nh)Roller

(ngm trt)User Defined(T nh ngha)

1 X-Translation Fixed Fixed Released Ty chnh2 Y-Translation Fixed Fixed Released Ty chnh3 Z-Translation Fixed Fixed Fixed Ty chnh4 X-Rotation Fixed Released Released Ty chnh5 Y-Rotation Fixed Released Released Ty chnh6 Z-Rotation Fixed Released Released Ty chnh

K HIUGI

K hiu cc giNgm cngGi c nhNgm trtT nh ngha

Khong cch gia din tch v ng k hiu



CHT TI


TI THEO IM

Nhm d liu nhn dng- Miu t- Din giiNhm phn tch kt cu- C phn lc- Loi ti- Chn hng ca ti trng (vung

gc vi mt phng lm vic) Workplane: mt phng lm vic Project: mt phng tham chiu

- Fx, Fy, Fz Lc tc dng dc trc- Mx, My, Mz: M men quay cc

trc

Nhm hin th:- Mi tn biu din lc- T l biu din lc- u mi tn biu din m men- u mi tn biu din m men phn b- T l biu din m men



TI THEO NGNhm d liu nhn dng- Miu t- Din giiNhm phn tch kt cu- C phn lc- Loi ti- Chn hng ca ti trng (vung gcVi mt phng lm vic) Workplane: mt phng lm vic Project: mt phng tham chiu

- Fx1, Fy1, Fz1: Lc tc dng dc trc on 1- Fx2, Fy2, Fz2: Lc tc dng dc trc on 2- Mx1, My1, Mz1: M men quay cc trc on 1- Mx2, My2, Mz2: M men quay cc trc on 2- Ti trng phn b u- Gi tr lc trn hnh tham chiu- Chiu di ca lcNhm khc- Loi ti

Nhm hin th:- Mi tn biu din lc- T l biu din lc- Khong cch gia cc mi tn- u mi tn biu din m men- u mi tn biu din m men phn b- T l biu din m men

TI PHN B TRN B MTNhm d liu nhn dng- Miu t- Din giiNhm phn tch kt cu- C phn lc- Loi ti- Chn hng ca ti trng (vung gcvi mt phng lm vic) Workplane: mt phng lm vic Project: mt phng tham chiu

- Fx1, Fy1, Fz1: Lc tc dng dc trc im 1- Fx2, Fy2, Fz2: Lc tc dng dc trc im 2- Fx3, Fy3, Fz3: Lc tc dng dc trc im 3Nhm khc- Loi ti

Nhm hin th:- Mi tn biu din lc- T l biu din lc trn b mt- Khong cch gia cc mi tn



TNH TI CU TO

V d trong bi ly: 300daN/m2 = 3 kN/m2 V d trong bi ly: 160 daN/m2 = 1.6 kN/m2

HOT TI

V d trong bi:- Hot ti sn in hnh:300daN/m2 = 3 kN/m2

- Hot ti mi 1 kN/m =1kN/m2 Tiu chun: mc 2.2.2 TCVN 2737 1995



TI TRNG GI

TI TRNG GI



PHN TCH TI TRNGCHO TON B KHUNG


CHN LA PHNG N

Chn cu kin trong d nCh chn nhng cu kin chn

Chn loi ti cho ti trng trng lng bn thn

B qua trng lng bn thn



HIN TH

Hin thBiu muGi trCu kinSnTngDmCtMng

TIU CHUN TNH TON

Xc nh tiu chun tnh tonTheo tiu chun ASCE-7/5 v IBC2006Loi kt cuTheo tiu chun EN 1991-1-1Loi kt cu



TNGQUAN

Thuc tnhTnVt liuTn vt liuM un bin dngTrng lng ring

Mt ctDyTn familyLoi Family

GI

Gi ti nt/ Gi theo ng



TITRNGV THP

CHTTI

Loi tiLc tp trung ti nt/ lc tc dng theo on thng/ lc tc dng ln b mt



TNHTONHot ng ca ti trngTon b cu trcCh c tng no t ti

KT QULc tc dng ln cc b phn

Trn din tchTrn on thng

Lc tp trung ti ntCh hin th ti mng

Biu lc dc trcTng lc ti trng tm

Biu ng sut php tuyn



BOCOD liuHin th m hnhHin th gi v to

Ti trng v kt quTi v t hp ti trngThnh phn lcGi tr cc i v cc tiuKt qu chi titChn loi ti cn hin th

LU KTQU

Lu tr lc tc dng ln mngLu tr lc tc dng ln ct, tngLoi ti cn lu



PHN TCH TI TRNGCHO DM


TNGQUAN

Vt liu cho dmVt liuM dun ETrng lng

Tit din ca dmLoi familyKiu dm

Din tch mt ct ngang

M men qun tnh

Nt, khu



GIFixed: khpReleased: gii phng lin kt

TIT HP



TI - T HP

CHT TI

Loi tiLc tp trung vo nt/lc phn b u



TNH TONGi tr cc tiu v cc i

TNHTON

Phn lc

Chuyn v ti cc nt



TNH TONKt qu ti cc khu

Phn lcChuyn v

Ni lc

Lc ct Mmen

TNH TONKt qu ti cc im



KT QUKch thc dmGi

Ti trng v kt quLoi ti v t hpThnh phn lcGi tr cc i, cc tiuKt qu chi titChn lot ti cn hin th

Hnh vS ntS thanhS khu Mt ct dc dmGi Lc tc dngBiu kt qu

THIT LPHIN TH

S hiu ntS hiu thanhS khu Tit din thanh dmGi Lc tc dngKt qu

Hin t l hin th



PHN TCH TI TRNGCHO KHUNG


CHN PHNG N

Chn loi ti cho trng lng bn thn




TNGQUANVt liu cho thanhVt liuM dun ETrng lngTit din ca dmLoi familyKiu dm

Din tch mt ct ngang

M men qun tnh

Nt, khu

GI Fixed: khpReleased: gii phng lin kt



TIT HP TITRNG

CHTTI



TNHTON

BOCOKch thc dmGi


Hnh vS ntS thanhS hiu ca cc cu kinMt ct dc dmGi Lc tc dngBiu kt qu



S hiu ntS hiu thanhS hiu ca cu kinTit din thanh dmGi Lc tc dngKt qu

THIT LPHIN TH

PHN TCH TI TRNGCHO SN




CHN PHNG N



TNGQUANVt liu cho snVt liuM dun EH s poissionTrng lng

Hnh dng kch thcB dy tm

To ng bao/ L trng/ Cc on/ccnt/ cc cnh



GIGi ti cc nt/ gi cc cnh

TI VT HPLoi ti/ t hp ti trng



TITRNGLoi ti

Lc phn b trn nt/ Lc phn b trn cnh / lc phn b trn b mt

CHIALIPHNTKch thc chia liKch c

Kch hotT ng kch hotS lng nt chia



TNHTONTnh tonLoi tiKt qu theo

Mx, My, Mxy: m menRx, Ry: phn lcUz: chuyn v theo trc ZQx, Qy: lc ngang

Gi tr cc i cc tiu/ phn lc/ Chuyn v ti cc im/ Lc ti cc im

BOCO D liuHin th kch thc khungGi Li phn t


Hnh vS ntS thanhS cnhGi Lc tc dngLi phn tBiu kt quBiu mu



HINTH

Hin thS hiu ng baoS hiu ntS hiu cnhGiLcLiKt quBiu muBt imLiNt

PHN TCH TI TRNGCHO V KO




CHN PHNG N



TNGQUANVt liu cho dmVt liuModuL ETrng lng

Tit din ca dmLoi familyKiu dm

Nt/ thanh



GIFixed: khpReleased: gii phng lin kt

TI VT HP



TITRNG

TNHTON

Phn lc Chuyn v Lc dc



BOCO

Kch thc dmGi


Hnh vS ntS thanhS cu kinMt ct dc dmGi Lc tc dngBiu kt qu

THITLP HINTH

S hiu ntS hiu thanhS thnh vinTit din thanh dmGi Lc tc dngKt qu

Hin t l hin th



PHN TCH KT CUCHO MASS


CHN PHNG N

Chn tt c khi trong d n

Chn khi la chn



TNGQUANCu kin chnTnS lngDy

Vt liuTn vt liuMdun EH s poissonTrng lng

GI



TI V THP

Loi tiT ng Nhp ti trng giLoi tiGi tr tiPhngC tnh tham kho

TILoi tiT ng Nhp ti trng giLoi tiGi tr tiPhngC tnh tham kho

W+: gi yW-: gi ht



TNHTONTnh tonLoi tiKt qu theoChuyn vT l

Gi tr cc i, cc tiu

BOCOD liuHin th kch thcGi

Ti trng v kt quLoi ti v t hpThnh phn lcGi tr cc i, cc tiuGi tr cc i, cc tiu cho tng thnh phn ringChn lot ti cn hin th



CHNG 11: GII THIUTOOLS H TRREVIT STUCTURE


THIT K HN HPCOMPOSITE DESIGH




IU KIN P DNG1. Dm:- Dm phi thng- Theo tiu chun ca USA (AISC)- Dm phi nm trong mt mt phng- Khng c ct xuyn qua dm khc- Khng c dm hnh vng trn- Dm sn phi nm trn mt cao trnh

IU KIN P DNG2. Sn:- Sn ch c mt phng- Sn b tng ct thp- Sn lin- Dm nm di sn, mt dm trng vi mt sn- Sn phi l tm phng



IU KIN P DNG3. Ti trng- p dng vi hot ti v tnh ti- Ti trng t trc tip trn dm- Ch tnh lc vung gc

TNGQUAN

Kh nng b h hngHng hon ton



BNG THNG K THNG S DM

DiVt liu

M dun bin dng

To gi

Tn dmA: Tit dinI: Moomen qun tnhZ: cng chng cttrn trc Z

Chng ct

BNG THNG K THNG S SNSnng nh hng ca sn dy snChiu dy b tngT trng b tngng sutCng nnB rng cnh

Khong cch nhpKhong cch ntB rng trnB rng di



THITK

Gii hn kch thc tit din ngang ca dm- Phng thc chn dm

- By Weight: theo trng lng- By Depth: theo chiu ca tit din

- Chiu cao nh nht ca tit din dm- Chiu cao ln nht ca tin din dm- T l ln nht gia khu v chiu cao dmGii hn phn trm hn hp ca khung- Nh nht- Ln nht un xon sn bn ca dm- Kim tra un xon sn bn ca dm khng c ging- T l gia chiu di on khng c ging v chiu di thanh- H s Cb cho khu pha sau- H s Cb cho dm chaTi trng phn b u- Tnh ti- Hot tiDm cha v cc khu pha sau- Dng mt tit din cho c 2- Ti u ho mt cch c lp

VTLIU

Vt liu cho dm- S dng vt liu gn ca Revit- Xc nh li vt liu cho cc thanh dm- Fy: Cng - Es: m dun E- Gi thpVt liu cho sn- Gi b tng- H s vt ti ca b tng- Ti trng nc ng (ti trng b tng kh trn trng

lng ring ca b tng)



INHTN

Tng th- Chiu cao- ng knh ca inh tn- Gi ca mt inh tn- H s t trng- S dng inh tn c nhiu onVt liu- Fy: Cng - Es: m dun EGii hn khong cch- Khong cch ln nht- Khong cch nh nht- t inh tn t nht trn thanh dm khng hn hp

VNGVCONG

cong- Thit k dm vi cong- Khu nh nht b cong- cong nh nht- cong ln nht- Bc cong- Tnh cong thp theo % ca tnh tiGii hn vng- vng kt cu tuyt i- vng kt cu tng i- bn tuyt i- trng khp tuyt i- trng khp tng i



THIT LPHIN TH

S hiu ntTit din thanh dmGi Lc tc dngKt quinh tn

Hin t l hin th

TNHTON

Phn lcChuyn v Lc ct dc M men

Phn lc Chuyn v ti nt

Kt qu cc im t trng



THIT K

Thuc tnh ca dm vngThit k hn hpS lng nh tn ti ntS lng inh yu cuT l inh thit lp v inh yu cuTri

Kt qu dmGi tr 0,9 mmenS hng inhCp bn ti thiu ca inhGiCng ko ca thpCng nn b tngCng nn thp

Phng php tnhChn tit din tt nhtThit k hn hp(inh tn hoc cht)Thit k khng phi hn hpThit k cho dm chnThit k cho tt c cc dm

Kim tra cui cng cho m hnhThpCc cu kin tht biT l

KT QU

D liuHin th kch thcGi


Thit kThit lpKt qu

Hin thS ntMt ctGiLcKt quinh tn



THIT K KHI MASS


KHIMASS



KHIMASS

KHIMASS



KHI KTCU

KHI KTCU



KHIKTCU

IU KIN P DNG1. Khi mass phi l mt tp ca th vin Conceptual Mass (file

*.rfa)2. Khng s dng c In- Place Mass3. B mt mass phi c chia li



Lm mi d n khi thay i

REX: khi to ti Revit ExtensionRevit: khi to ti d n Revit ang hot ngRobot: khi to ti d n Robot Structural

THUCTNHTng quanHnh khiTn khiV trXYZGc nghingSnTn tng mt tS tngCao 1 tngSn trn cngSn di cngSn gia cc tngSn cch tngTit din sn



THUC TNHPhng ngang- Mt phng tham chiu ca khi- Loi- Mt phng tham chiu ca mp- S mp ca khi- Kiu lin kt ca mp theo phng ngangPhng thng- Mt phng lm vic ca khi- KiuCc cu kin kt cu b ct- Khi ctPhm vi- A theo phng X- B theo phng Y- H theo phng Z

THUCTNH

Li- Tt bt li- Li trn mi- To li trn b mt khi- S lng li trc X- Chia u khong cch ti cc tng trc X- Chia u khong cch ti mi trc X- Khong cch chia u trn trc X- To mt li ti im giao nhau X/Y- To dm ti cc v tr giao nhau X/Y- Tit din ca dm- S lng li trc Y- Chia u khong cch ti cc tng trc Y- Chia u khong cch ti mi trc X- Khong cch chia u trn trc Y- To mt li ti im giao nhau X/Y- To dm ti cc v tr giao nhau X/Y- Tit din ca dm



THUC TNHCt- Dng ct- Kiu

- Nghing- Thng ng- Nghing, chm mi- Thng ng, chm mi

- S ct- Ct tri- Ct phi- Tit dinDm- C dm- C dm mi- Tit dinThanh ging cho- Thanh ging- Kiu- Tit din

THUC TNHTng- Tng- Tng ngn- Chiu cao theo tng (ly theo chiu cao tng)- Cao (ty )- Kiu- Tit din- Cao (chn k hiu cho cao )- L trng- V tr l trngMi kt cu- Mi kt cu- Chiu cao- Bn knh- Hiu chnh kiu mi- Hiu chnh ng cong mi- S lng b mt nh hng- Phng nh hng ca b mt



TiTnh tiHot tiGim ti hot tiKch hot gim ti hot tiTheo tiu chun:- ASCE 7/05 (M)- IBC 2006 (Quc t)- EN 1991/01/01 (Euro)Loi gim ti (h s gim ti)

Bng tm tt cu trc

Tng quan- Sp xp- Tn khiCt- S- Vt liu- Tit din- Th tch- Trng lngTmMng



THIT K NH G




THIT K KHUNG G


TNGQUAN

TngTnCaoDiDyDy liV trChc nngB khung

Thng tinS hiu tngS l trngon h yon h nhThuc tnh khungS dng vung gc vi tng



KHUNG


Thanh ngp dng tt c cc tngDion hTrung gianS lng trung gianLit k phn chiaThng thngT nh nghaSl thanh trn trngSL thanh di trng

Thanh ngangp dng tt c cc tngTo thm thanh ngangChiu caoThuc tnhXoayCaoRngLoi thanhVt liu:

GC L


Loi

on hThuc tnhXoayCaoRngLoi thanhVt liu



GC T


Loi

Thuc tnhXoayCaoRngLoi thanhVt liu

TRNG

trngTn tngCaoDiTa XTa Y

Loi

on hThuc tnh 1XoayCaoRngLoi thanhVt liu

Thuc tnh 2XoayCaoRngLoi thanhVt liu



TYCHNH


Ta cu kin

Thuc tnhCaoRng

XoayLoi thanhVt liu

THIT K 4 MI G




TN CC CU KIN MI

http://longthohue.com.vn

CUPHONG

Thuc tnh cu phongLoi

DySuCtKhong cch ti thiu

Tng Gim



BNKO

Ban koLoi

DySuCt

X GNHMI

X g nhLoi

DySuCt h1Ct h2



V KO

Ging v koLoi

DySuim tTngKhong chnh

X G

X gDySuim tTngKhong chnhCt h1



THIT K 2 MI G


X G

Cu phongLoi

DySuim tCtKhong cch chia



X GNHMI

X g nh miLoi

DySuim tCt h1Ct h2

CUPHONGU HI



X G

X gDySuim tTngKhong chnhCt h1

V KO




TM KTNGThit lpTn familyThit lpRngCao

V KO

V koThit lpKhu V koS lngTnKiuThanh ngangTnKiu



V KOU HI

V ko u hi 1Thit lp chungV koThanh chng phThanh ngangV ko u hi 2Thit lp chungV koThanh chng phThanh ngang

Thit lpB sung vo khngLoi v koTn loi v koLoi v kiu thanhTnLoi

CHNG 12:TRIN KHAI CHI TIT


Lm theo hng dn



CHNG 13THNG K


CNG THC THAM BIN




CC K HIU TON HCV CNG THCTing anh Ting vit K hiuAdditionSubtractionMultiplicationDivisionExponentiationLogarithmSquare rootSineCosineTangentArcsineArccosineArctangent10 raised to an x powerAbsolute ValuPi

CngTrNhnChiaS mLoogarit c s 10Cn bc 2SinCosTangArc sinArc cosArctangE mGi tr tuyt iS pi (3.141493...)

+-*/^: x^y, xLogsqrt: sqrt(16)sinCosTanAsinAcosAtanExp(x)AbsPi()

V D Length = Height + Width + sqrt(Height*Width) Length = Wall 1 (11000mm)+ Wall 2 (15000mm) Area = Length (500mm) * Width (300mm) Area = pi() * Radius ^ 2 Volume = Length (500mm) * Width (300mm) * Height (800 mm) Width = 100m * cos(angle) x = 2*abs(a) + abs(b/2) ArrayNum = Length/Spacing



V D V LM TRN SFunction syntax Description Examples

round(x) Lm trn theo gi tr gn n s nguyn nht,khng quan tm n hng

round(3.1) = 3round(3.5) = 4round(-3.7) = -4

roundup(x) Lm trn vi gi tr nguyn ln hn hoc bngchnh n

roundup(3) = 3roundup(3.1) = 4roundup(-3.7) = -3

rounddown(x) Lm trn vi gi tr nguyn nh hn hoc bngchnh n

rounddown(3) = 3rounddown(3.7) = 3rounddown(-3.7) = -4

LNH IU KIN IF C php: IF(,,)

V d: Simple IF: =IF (Length < 3000mm, 200mm, 300mm) IF with a text parameter: =IF (Length > 35', String1, String2) IF with logical AND: =IF ( AND (x = 1 , y = 2), 8 , 3 ) IF with logical OR: =IF ( OR ( A = 1 , B = 3 ) , 8 , 3 ) Embedded IF statements: =IF ( Length < 35' , 2' 6" , IF ( Length < 45' , 3' , IF( Length < 55' , 5' , 8' ) ) )



CC BNG THNG K




Day: round(Volume / Area /1 mm) * 1 mm

KL(kg): (Bar Diameter / 2 mm)^ 2 * 10^-6*Pi() *Dai_Tong*7850



CNG THC BNG THNG K CT THP SL_Tong: Quantity * SoCauKien Dai_Tong: Bar Length / 1 mm * SL_Tong KL(kg): (Bar Diameter / 2 mm) ^ 2 * 10^-6*Pi() * Dai_Tong*7850



S DNG KEYNOTELP D TON


NH MC 1776/BXD-VP NH MC D TON XY DNGCNG TRNH PHN XY DNG



CNG THC FILE KEYNOTECp M s H Din gii H Th mc

mH

1 AF.10000 Tab Va b tng sn xut bng my trn v bng th cng

2 AF.11000 Tab B tng lt mng, mng, nn, b my Tab AF.10000 Tab

3 AF.11110 Tab B tng lt mng, trn bng my, thcng, chiu rng



CHNG 14BN V


QUY TC T TN BN VK HIU TN K HIU TNGHVBCLSAIQF

General Sheet list, symbols, code summary, etc.Hazardous Materials Abatement, handling, etc.Survey / MappingGeotechnicalCivilLandscapeStructuralArchitecturalInteriorsEquipmentFire Protection

PDMEWTRXZO

PlumbingProcessMechanicalElectricalDistributed EnergyTelecommunicationsResource Existing conditions / buildingsOther DisciplinesContractor / Shop DrawingsOperations

http://dotuanhanh.blogspot.com



QUY TC NH S 001 General (symbols legend, notes, etc.) 101 Plans (horizontal views) 201 Elevations (vertical views) 301 Sections (sectional views, wall sections) 401 Large-Scale Views (plans, elevations, stair sections, or sections thatare not details)

501 Details 601 Schedules and Diagrams 701 User Defined (for types that do not fall in other categories, includingtypical detail sheets)

801 User Defined (for types that do not fall in other categories) 901 3D Representations (isometrics, perspectives, photographs)


V D

AD107 - Architectural Demolition Floor Plan, seventh sheet A-204 - Architectural Elevations, fourth sheet I-316 - Interior Section, sixteenth sheet QH601 - Hospital Equipment Schedule, first sheet FA601 - Fire Alarm Diagrams, third sheet P-102 - Plumbing Floor Plan, second sheet MH402 - Large Scale HVAC Drawings, second sheet MP501 - HVAC Piping Details, first sheet EP110 - Electrical Power Plan, tenth sheet EL103 - Electrical Lighting Plan, third sheet T-505 - Telecommunications Details, fifth sheet RA102 - Architectural Existing Building Plan, second sheet




TCVN BN V TCVN 6003:1995 Bn v xy dng. Cch k hiu cng trnh v cc b phn cngtrnh. TCVN 5896:1995 Bn v xy dng. Cc phn b tr hnh v,ch thch bng chv khung tn trn hnh v TCVN 5897:1995 Bn v k thut - Bn v xy dng - Cch k hiu cng trnhv b phn cc cng trnh.K hiu cc phng v cc din tch khc TCVN 4612:1995 H thng ti liu thit k xy dng Kt cu b tng ct thp K hiu quy c v th hin bn v TCVN 5671-1992: H thng ti liu thit k xy dng H s thit k kin trc TCVN 5686-1992: H thng ti liu thit k xy dng Cc kt cu cng trnhxy dng K hiu quy c chung

TCVN BN V TCVN 5422:1991 H thng ti liu thit k xy dng. K hiu ng ng. TCVN 5570:1991 H thng ti liu thit k xy dng. Bn v xy dng. Khiu ng nt v ng trc trn bn v

TCVN 5571:1991 H thng ti liu thit k xy dng. Bn v xy dng. Khungtn

TCVN 4614:1988 H thng ti liu thit k xy dng. Cc b phn cu to cangi nh. K hiu quy c trn bn v xy dng

TCVN 4607:1988 H thng ti liu thit k xy dng. K hiu quy c trnbn v tng mt bng v mt bng thi cng cng trnh.

TCVN 4608:1988 H thng ti liu thit k xy dng. Ch v ch s trn bnv xy dng



TCVN BN V TCVN 4609:1988 H thng ti liu thit k xy dng. dng trongnh. K hiu quy c th hin trn bn v mt bng ngi nh TCVN 4455:1987 H thng ti liu thit k xy dng. Quy tc ghi kchthc, ch tiu , cc yu cu k thut v biu bng trn bn v TCVN 3990:1985 H thng ti liu thit k xy dng. Quy tc thng kv bo qun bn chnh h s thit k xy dng TCVN 3988:1985 H thng thit k ti liu xy dng. Quy tc trnh bynhng sa i khi vn dng ti liu thit k TCVN 3987:1985 H thng ti liu thit k xy dng- Quy tc sa ih s thi cng Quyt nh s 21/2005/Q-BXD H thng k hiu bn v dng trongcc n quy hoch xy dng

V DTCVN 4612:1995



V DTCVN 5686:1992

V DTCVN 5686:1992



V DTCVN 5686:1992

THNGTIN D N

D liu nhn dng- Tn t chc- Tn vit tt ca t chc- Tn ta nh- Tn tc giNhm nng lng- Ci t nng lngNhm khc- Ngy pht hnh d n- Tnh trng d n- Tn khch hng- a ch d n- Tn d n- M s d n



KIM TRA BN V Kim tra tn tp tin theo tiu chun Kim tra tt c cc thnh vin lm vic trong nhm hon thnh Save to Central

v "relinquishing all editing"? Xem xt v x l ht ton b "warning messages" m chng c th gy ra ri ro Kim tra ton b cc "families" c t tn theo tiu chun khng? Kim tra cc "Annotation Styles" v quy c t tn chng theo tiu chun

khng? Kim tra tt c cc "content elements" c t ng theo quy c sp xp

Workset theo tiu chun khng? Kim tra m hnh xem chng c lp rp chnh xc cha? Kim tra cch thc v quy c nu ti liu nu lm theo Phasing / Design Options

theo tiu chun khng? Cp nht thng tin ca "revision" khp "trang ba ti liu" "danh mc, mc lc

bn v" hoc cc phn trnh by lin quan? Cp nht "Project Information"?




CHNG 15LIN KT CCPHN MM KHC


LINK AUTOCAD TO REVIT




KIM TRA FILE AUTOCAD Kim tra xrefs (cc file link ca Autocad), x l cc file ny file dwglm vic c lp

Loi b cc nt tha, chi tit, layout khng cn thit trc khi Import Kim tra n v ph hp Chuyn bn v v ta (X-Y : 0;0) a cc mt bng mt ct vo ng cao Z S dng purge (lnh pu) lm sch bn v Save as thnh 1 file ring c lp (lu trong th mc cha revit cn sdng)

S dng link cho bn v mt bng, Import cho bn v chi tit

HP THOI LINK AUTOCAD

Khung nhn hin thi

Colors:- Preserve: o mu- Black and White: en trng- Invert: gi nguyn mu

Layer/Levels- All: Tt c- Visible: Cc lp hin th- Specify: Chn lp

Positioning: v tr chn- Auto - Center to Center Trung tm khung

nhn- Auto - Origin to Origin Ly ta ca Cad- Auto - By Shared Coordinates: h ta d

chia s- Manual Origin: ch ta t vo

To lin kt vi ng li trc

Chn hng nhnph hp



LINK REVIT TO REVIT


KIM TRA FILE REVIT1, Kim tra chung: Kim tra ng dn, Server. Ngi v, . M file Revit cn link, kim tra v xc nh i tng no thuc i tng kt cuv xem thng tin ca i tng kt cu (kch thc, tit din, cao )2, Lin kt theo lm vic nhm: Kim tra li ta ca ca File Revit cn link v File ang m Kim tra li h ta Shared Coordinates3, Lm vic c lp: Xa cc nt tha, b bt nhng g khng cn thit a 2 file cng chung mt h ta B 2 file vo mt th mc



HP THOI LINK AUTOCAD

Positioning: v tr chn- Auto - Center to Center Trung tm khung nhn- Auto - Origin to Origin Ly ta ca Revit- Auto - By Shared Coordinates: h ta chia s- Manual Origin: ch ta t vo- Manual Base point: chn im c bn- Manual Center: chn im tm

LEVELSCAO

Loi v kiu cc i tng cn sao chp

Cc tham s thm cho cc i tng sao chpng cao mi cch ng cao copy

Dng li tn cao Thm k hiu ng sau tn cao Thm k hiu ng trc tn cao

Dont reuse: khng dngli.Reuse if Elements matchexactly: dng li nucc i tng ginght nhau.- Reuse if within offset:dng li nu c khongchnh lch.



GRIDSLI


Cc tham s thm cho cc i tng sao chp

Dng li tn li

Dont reuse: khng dngli.Reuse if Elements matchexactly: dng li nucc i tng ginght nhau.- Reuse if within offset:dng li nu c khongchnh lch.

Thm k hiu ng sau tn cao Thm k hiu ng trc tn cao

COLUMSCT



Ct ct theo tng

- Dont copy this Type:khng sao chp kiu ny(p dng ct kin trc)

- Copy Original Type: saochp kiu ct gc bnkin trc. (p dng ctkt cu)



WALLSTNG



Copy ca s, ca, v l trng

FLOORSSN



Copy l trng v gi



LM VIC NHM


LI CH CA WORKSETS: Mt d n ln c th chia nh thnh cc phn qun l. Mi thnh vin trong nhm d n c th c phn cng mt Worksetnhm giao cho h chu trch nhim c lp mt phn ca cng vic.

Khi m mt d n, ngi dng c th quyt nh Workset no c m K lut c th thc hin mt cch c lp t ngi ny sang ngi khcthng qua vic to nn cc nguyn tc c th trong cc Workset trongcng mt d n (in hnh trong cng ty AE)

Hin th ca mt Workset c th iu khin qua tng view.

http://www.aecbytes.com



HN CH CA WORKSETS: Thng xuyn lin tc ti li t file trung tm. Chnh sa cc yu cu phi c cng nhn, c bng li ni v int.

Ai cng c th to ra mt Workset. Cc thnh vin trong i Worksets phi cp nht vo cui ngy mbo cc d n vn di chuyn v pha trc, ngay c nhng ngy nghhoc i ng bnh.

GII THCH T VNG CA WORKSHARING Central File: mt kho cha d liu d n chnh gm tt c cc d liu m hnh cng trnh c chia nh

thnh cc khu vc logic m c to v lu tr trong mt v tr chia s no trn mng nhiu hn mtngi c th cng lm vic trn d n .

Local File: Mt bn sao ca Central file c lu trn mt my trm ca thnh vin trong nhm d n hocmt v tr no trn mng. Tp ny ng vai tr nh mt c cu lin kt lm vic trn Central file

Workset: Mt tp hp ca cc thnh phn c th chnh sa bi duy nht mt thnh vin nhm d n ti mtthi im.

Element Borrowing: (mn thnh phn) mt tin trnh c th cho php mt thnh vin nhm d n iuchnh mt thnh phn (element) thng qua hoc khng kim tra mt Workset. Element borrowing din ra mtcch t ng khi mt thnh vin nhm d n chn mt thnh phn hiu chnh ty vo vic i tng khng thuc v hay c mn bi ai khc trong nhm d n cha. Cc i tng m thuc s dng binhng thnh vin khc trong nhm s khng c m cho mn

Editing Requests: Khi mt thnh phn c chnh sa bi mt thnh vin nhm d n khc, ngi ny duytr quyn chnh sa i vi nhng thnh phn ny. Bi vy m khi mt thnh vin khc trong nhm d nmun chnh sa mt thnh phn b qun l, anh ta phi gi mt yu cu ti ngi ang qun l thnh phn c cp php chnh sa thnh phn .




XEM XT KHI TO WORKSETS: Kch thc d n. Kch c ca cc nhm d n. Cc thnh vin ca i tuyn vai tr (lm mu hoc son tho, kintrc hoc MEP, vv).

Lp k hoch cn thn vi i ng lm th no xy dng cc m hnhs c ch nh v c chia nh thnh Worksets n gin v hp l.

C CH HOT NG CA WORKSHARING 1.Mt ngi khi to mt d n v bt u xc lp nhng thng tin v hnh hc ban u. M hnh

tham s cng trnh c pht trin hng ti mt im chc chn 2. Sau , nhng ngi khc yu cu v worksharing c thit lp cho d n 3. Revit t ng phn cng nhng thnh phn khc nhau ca d n cho cc cc Workset logic 4. Sau tp tin c lu li nh l mt Central file i vi h thng mng, v mt hu t "-

central" c gn vi tp tin ny nhm xc nh r rng. 5. Khi cc thnh vin s lu tp Central file thnh Local file trn my tnh ca h hoc trn

mng chung v i tn tp vi mt hu t nh "-bknittle" 6. Nhng Workset ph c th c to trong Local file ca ngi dng nhm tp hp cc thnh

phn cng trnh thnh cc nhm logic 7. Ngi dng thc hin cc iu chnh thng qua c ch Element Borrowing hoc tr v mt

Workset thng qua Local file ca h. Element borrowing trong mt Workset c kim tra bimt thnh vin khc trong nhm c th c thc hin thng qua Editing Requests

8.Mi thnh vin ca nhm to tp Local file thng thng v cng lu n ti tp Central file trongc ngy

9. Mi thnh vin nhm np li tp Central file nhm ng b ln tp Local file ca h. 10. Ngi dng vi nhng Workset c kim tra c th b quyn qun l ca mnh bt c khi no




S HOT NG WORKSET

PROJECT WORKSET CENTRAL LOCALWORKSHARING SAVE AS

BACK UP LOCAL

LOCAL

SAVE AS

- TEAM 1- TEAM 2-

C CH HOT NG CAWORKSHARING



C CH HOT NG CAWORKSHARING

BNG LNH

1- Nhm qun l, phn quyn (worksets): nh ngha, phn nhm v thit lp cc binphn quyn trn nhm.2- Nhm ng b d liu (synchronize) kim sot s ng b d liu ca file thnhvin trn file trung tm (central)3- Kim sot nhm d liu lin kt (coordinate )kim sot d liu lin kt gia ccfilelink ngha l kim tra s ng b trong h thng nhiu file c link vi nhau



WORSHARING

BNG THNG S CA WORKSET1. Nhm ang chn c lm hin hnh.2. Hin nhm lm vic trn view3. Danh sch tn nhm c to4. Ty chn cho quyn lm vic trn cc i tng thuc

nhm5. Ngi c quyn u tin cao nht6. Ty chn cho php duyt i tng trong nhm7. Ty chn cho php m hay ng i tng trong nhm8. Ty chn n hay hin i tng trong nhm trong view9. Hin th cc nhm c to bi ngi dng trong danh

sch10. Hin th cc nhm thuc family trong danh sch11. Hin th cc nhm thuc i tng c bn trong danh

sch12. Hin th cc nhm thuc view trong danh sch13. To nhm mi14. Xa nhm chn15. Sa tn nhm16. Nhm m17. ng nhm18. Cho php sa i cc i tng trong nhm19. B quyn sa i tng trong nh

12

3 4 5 6 7

910

811

12

131415

161718

19



LIN KT VI ETABS


CNG CEXPORT TO ETABS




XUTFILE

Xut qua EtabsCc cu kin xutXut tt cXut cc cu kin la chnXut theo nhm lm vic

CC ITNG

Cc cu kin la chnLoi cu kinLiTngDmCtTngSnCh : nhng cu kin khng nh us khng c xut qua Etabs



TRNGTNG

ln cc tun xutCh xut cc tng sau

LMTRNChuyn cc ng cong phn tch thnh ccng gp khc di ti thiu ca ng gp khc (mt)Lm trn cho tt cc s liu gn ng thnhMilimets1mmLm trn Ta gn ng cho li trcLm trn ta gn ng vi 1 mm(gim hiu sut)



XOAY

Xoay m hnh vi trc Z ( phng ng vitrc)0 Gc xoay bng (theo chiu kim ng h)Cc ty chn sau y ch quy nh vic xoay mhnh trn Etabs. N khng xoay m hnh trongRevitXut fileXut ID Revit v Etab

bài giảng revit structure 2015

Documents