Trang 3 Vao File => new=>Chon don vi=>Chon Grid Only fi 10000_Video_001.mkv — x File View Play Navigate Favorites Help File Tools Help Dœ M'á oo , 2 @®@@ợ lự z w mŒ*ú@' + ở Few i New Mod
Trang 3Vao File => new=>Chon don vi=>Chon Grid Only
fi 10000_Video_001.mkv — x
File View Play Navigate Favorites Help
File Tools Help
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New Model Initialization Project Information
© : Initialize Model from Defaults with Units TonmC Modily/Show Info
Trang 5
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File Edit View Define Bridge Draw Select Assign Analyze Display Design Options Tools Help
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Visibility | Bubble Loc | Bubble Loc = Show End «x End I End End End Display Grids as Visiblay Bubble Loc | Bubble Loc Ordinates ( Spacing Show Start Sj
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Eile Edit View Define Bridge Draw Select Assign Analyze Display Design Options Jools Help
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Trang 8
Quét chọn =>Edit=>Replicate=>Parallel to Y=>Nhập các giá trị
=>Ok
File Edit View Define Bridge Draw Select Assign Analyze Display Design Options Tools Help
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Increment Data Replicate Options
Number |1 ww Replicate Opt
Trang 9Quét chọn =>Edit=>Replicate=>Parallel toY=>Nhập các giá trị (nhớ tick chon Delete )=>Ok
File Edit View Define Bridge Draw Select Assign Analyze Display Design Options Tools Help
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Trang 12Tương tự với phân tử bên cạnh(Y””=-1,65)
Eile Edit View Define Bridge Draw Select Assign Analyze Display Design Options Jools Help
Trang 13Quét chon=>Edit=>Replicate=>nhap ( bo tick Delete )=>OK
File Edit View Define Bridge Draw Select Assign Analyze
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Display Design Options Jools Help
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Khai bao vat liệu dầm và cọc
file Edit View Define Bridge Draw Select Assign Apalyze Display Design Qptions Jools Help file Edit View Define Bridge Draw Select Assign Analyze Display Design Qptions Jools Help DEY OOP GP PPPPP MxvrnnGw oo 8 ⁄ eT Or ahi e dba baby «2 eg gh BS 2 Oe MG ool GD PP PPP WB xvernGe oo OS oem IO Rte Gb heme we o lo BE] Material Property Data General Dala Material Name and Display Color M4 Concrete Mateial Type
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Lightweight Concrete
Switch To Advanioed Property Display Ok
Trang 15Define=>Section Properties=>Frame section=>add new properties=>Nhap cac gia tri =>Ok
File dit View Define Bridge Draw Select Assign Analyze Display Design Qptions Jools Help file Edit View Define Bridge Draw Select Assign Analyze Display Design Qptions Jools Help
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Trang 16Quét chon(dam va coc)
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Trang 17File Edit View Define Bridge Draw Select Assign Analyze Display Design Options Jools Help
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Trang 18Khai báo làn xe Help tn Bs : ge Te | GA | a: a Fy Se | ES ks: El tet fall LET € ee | tee A x SAP2000 v14.2.2 Advanced - BTVN
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Named Property Sets
Pushoyer Parameter Sets Bridge Responses
Named Sets
Trang 19
Khai báo dữ liệu lan(Lane Data)=>ok File Edit a Ws | Z XZ Plane @ Y=0 - View Define o Bridge # 8 Draw ;› 9 @8@®@@®@Ơ EM 3d wy x y: œð @đ®ớa ca 8 Select Assign Analyze Display Tools Help 9M Design Options Lane Data Lane Name LANE1 Lane Width 0 Centerline Offset
Reverse Order Reverse Sign Lane Edge Type
Left Edge Interior Along Lane
Right Edge Interior Actoss Lane
Additional Lane Load Discretization Parameters Along Lane
‘/ Discretization Length Not Greater Than 1/ 4 \¥ Discretization Length Not Greater Than 1/ 10
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Khai báo phương tiện:
Define=>Bridge loads=>Vehicles=>Add General Vehicle=>Add vehicles BR Sap2000 v14.2.2 Advanced - BTVN File Edit View | Define | Bridge Draw Select Assign Analyze Display Design Options Jools Help De Sp |e Materials Section Properties (eis) 5 Lane 4 9ÿ Mass Source 4 q Coordinate Systems/Grids + ĐỂ Joint Constraints le Joint Patterns a % Groups ° {i} 3 7 GS Vehicles Bridge Responses -@8HO4 BLP Ww erm te eo GM 4 › tỉ => | @Bl# tị - ro) aes Define Vehicles Vehicles
XZ Plane @Y=0 %6 39 Y000 24699 [GLOBAL v||ToiơmĂC v
Trang 21=>Khai báo như hình
General Vehicle Data General Vehicle Data
Vehicle name j Unis Vehicle name - Unls
ficr |Tonf,mC xỈ | fact [etrmc xỈ
- = ° 2 ° ° e ° ° oe ee oe oe oe ee oe oe Floating Axle Loads 1 ~ Floating Axle Loads
Value Width Type Ade Width Load Plan | | Value Width Type Axde Width Load Plan For Lane Moments [o One Pont =] I | For Lane Moments [a One Point =I J
For Other Responses fo One Point xiÏ | | | | | | | | | For Other Responses fo One Point xiÍ | | | | | | | | | | | | | | | |
I~ Double the Lane Moment Load when Calculating Negative Span M i I Double the Lane Moment Load when Calculating Negative Span M a
Usage Min Di Axle L ~ Length Eff Usage Min Dist Allowed From Awle Load ~ Length Effects a$$
Lane Negative Moments at Supports Lane Exterior Edge [03049 Axle ¥ Lane Negative Moments at Supports Lane Exterior Edge [0.3048 Axle None xi Modfy/Show | / Interior Vertical Support Forces Lane Intetior Edge [0.6096 — Untorm / Interior Vertical Support Forces Lane Interior Edge [06096 —” Uơm [None] _Mociiy/Show |
IV Allother Responses IV Allother Responses
Loads Loads
Load Minimum = Maximum — Unfom Unitorm Uniform Aude Ade Axle Load Minimum = Maximum — Unfom Uniform Uniform Aude Ave Axle
Length Type Distance Distance Load ‘Width Type ‘Width Load Width Type ‘Width Length Type Distance Distance Load Width Type Width Load Width Type ‘Width
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I~ Vehicle Applies To Straddle (Adjacent) Lanes Only Straddle Reduction Factor [ I~ Vehicle Applies To Straddle (Adjacent) Lanes Only Straddle Reduction Factor [
TX Vehicle Remains Fully In Lane (In Lane Longitudinal Direction} oK | _Cancel_| I Vehicle Remains Fully In Lane (In Lane Longitudinal Direction} —%_| _— Eaneel |
Trang 22Define=>Bridge loads=>Vehicles Classes=>khai báo 2 loại như hình =>ok Define | Bridge Draw Select & Materials Section Properties 3? Mass Source Coordinate Systems/Grids N Joint Constraints Joint Patterns % Groups Section Cuts Generalized Displacements Functions Load Patterns ve Load Cases ig Load Combinations Bridge Loads Named Views Named Property Sets Pushoyer Parameter Sets Named Sets Assign Analyze Display Desig SPP M uw xy =a: Lanes f9 Vehicles > Vehicle Classes aq Bridge Responses
Vehicle Class Data
Vehicle Class Name (CT)
Define Vehicle Class
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Vehicle Class Data
Trang 23'họn xuât các kêt quả nội lực mà minh can
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Section Properties >
Define | Bridge Draw Select Assign Analyze Display De: Moving Load Case Results Saved Results Saved for All Moving Load Cases
Select Group Correspondence
@? Mass Source iv Displacements |ALL te Coordinate Systerms/Grids v Reactions JALL =
tr? Joint Constraints if Frame Forces |ALL ~
Joint Patterns Shell Resultants %a Groups Shell Stresses
Section Cuts Plane/Asolid Stresses Generalized Displacements =: P : Solid Stresses ' Functions iY Link Forces/Deformations [ALL vị t1 Load Patterns = Section Cuts Ý Load Cases Det + Load Combinations 2 Method of Calculation > = —————— f¢ Exact | Bridge Loads === Lanes Refinement Level
Named Views Vehicles Allow loads to reduce response severity Named Property Sets Vehicle Classes
Pushover Parameter Sets Bridge Responses | OK | Cancel |
Named Sets
Trang 24
Khai báo các tổ hợp tải của bài tốn
Define | Bridge Draw Select Ass LỔỔ Materials — : Define Load Patterns | Section Properties >
a 2 ==———= + Load Patterns Check To:
SaWegt Alo Laer Add New Load Patten —_|
Coordinate Systermms/Grids Load Pattern Name Type Multiplier Load Pattein
Joint Constraints HT LIVE *l|0 | >| Modify Load Pattern |
_—.¬ ~ II ^ |DEAD al ˆ ˆ
6 seesee- Section Cuts b HỊ1 LIVE eo 0 4 Delete Load Pattem
Generalized Displecerments HT2 LIVE 0 +
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eS Load Patterns l LIVE 0 ————
4 Load Cases LIVE v 0 v v
BS toad Combinations
Badge Loads >
Narmed Views
Named Property Sets
Trang 25Khai báo tải cần trục, loại tải: Moving load
‘Define | Bridge Draw Select Ass Le Materials Section Properties › @? Mass Source Coordinate Systems/Grids ĐỂ Joint Constraints Joint Patterns % Groups Section Cuts Generalized Displacements Functions › ye Load Patterns Bt Load Combinations Bridge Loads » Named Views
Named Property Sets › Pushover Parameter Sets »
Named Sets ›
Load Case Data - Moving Load
Load Case Name Notes 1CANTRUC Set Def Name Modiy/Showi | Stiffness to Use
© Zeto Initial Conditions - Unstressed State
c Nonlinear ( Ƒ—— Important Note: Loads from the Nonlinear Case are NOT included
in the current case
~ Loads Annhed
Min Max Vehicle Scale Factor Loaded Loaded Class Lanes Lanes Lanes
Natelen lf — fp —— tem
TTT Modity Delete
Load Case Type
[Moving Load +| Design MultiLane Scale Factors Number of — Reduction Lanes Scale Factor Loaded i a = ~ Lanes Loaded for Assignment 1 Tự xin oe _& Remove | 0E Cancel
Load Case Data - Moving Load
Load Case Name Notes [ZCANTRUC Set Def Name | Modity/Show Stiffness to Use
© Zero Initial Conditions - Unstressed State
£5 Nonlinear ( s4 ] Important Note: Loads from the Nonlinear Case are NOT included
in the current case
Loads Applied
Min Max
Vehicle Scale Factor Loaded Loaded Assign Class Lanes Lanes Tem
Number! CT2 wh —In——Ip——— 0
IRR TT Modify
Load Case Type
Trang 26Khai báo các tổ hợp của bài tốn
Define | Bridge Draw Setect Ass | ke tiateriel< Section Properties a | Load Combinations Click to Mass Source Define Load Combinations
Coordimate Systerms/ Grids
Joimt Comstraints {Cony of | Jot Patterns + | Groups Generalized Displecerments Section Cuts + n | Functions > Load Patterns Add Default Design Combos | Load Cases 5 == aaa 1 Convert Combos to Nonlinear Cases Baidge Loeds > Narmed Views Ok |
Named Property Set= > Cancel |
Pwshowver Perermeter Sets
NMarmed Sets
Trang 28Khai bao TT pb: Quet chon pt =>Assign=>Frame load=>Distributed=>khai hinh=>ok Displey bao nhw > 2D © 2 2 LS HT) 3-d xy xz yo ow Design Options Tools <2 đœ' +®- * So 4g: I Pe nd = — 5 = rame Distributed Loads Load Pattern _ Losd Type and Direction e Forces Coord Sys [GLOBAL Direction | Gravity Trapezoidal Loads Distance lo Load [5.175 Uniform Load Load lo Moments Units ˆ i [ Tonr mC = Options
Add to Existing Loads < Replace Existing Loads
Trang 29File Edit View Define Bridge Draw Select Assign oe Myon / Analyze Display Design Options Tools Help >> PDPLLL 3d wy xz pom Ch SD oO.» ee b3 X-Z Plane @ Y=0 fe hs ea pe Q@-
Frame Distributed Loads
Load Pattern Name Units afr + | Tonf, m,C Load Type and Direction Options Forces { Moments Coord Sys |GLOBAL x Direction | Gravity x* Trapezoidal Loads
C Add to Existing Loads (* Replace Existing Loads
Trang 30Khai báo TT tập trung: chọn nut=>Asign=>Joint loads=>Forces=> =>ok Boa Frame Distributed Loads (TT) Units Tonf, m, C xỈ Coordinate System GLOBAL x Options
C Add to Existing Loads Moment about Global ¥ b (@ Replace Existing Loads
Moment about Global Y C Delete Existing Loads
Moment about Global Z _ Cancel |
Trang 31Load Pattern Name Units Hi Tonf,m,E Coordinate System Loads Force Global X (GLOBAL Force Global Y Options
( Add to Existing Loads (¢ Replace Existing Loads Force Global Z
Moment about Global X
Trang 32Khai báo hoạt tải
HT 1:tai TT(twong tu nhu kb tinh ta1)
File Edt View Define Bridge Draw Select Assign Analyze Display Design Options Tools Help
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‡ |RTI Tort, mC Loads Coordinate System Loads Coordinate System
Force Global X
Force Gilebal X roe ltbal GLOBAL GLOBAL Force Global
Force Global Y Options
Option Force Global
Force GhbalZ - Add to Existing Loads Add to Existing Loads
: Moment about Global 0 Replace Existing Le Moment about Global X 0 ® Replace Exising Loads ment about Global (Replace Existing Loads
Moment about Global Delete Exiting Load Moment about Global’ Delete Existing Loads
Moment about Global Cancel Moment about GlobalZ Cancel
Trang 33
HT1:tai pb (tuong tu nhu kb tinh ta1)
Frame Distributed Loads
Load Pattern Name Units
+ HT1 TonÍ, m, C
Load Type and Direction Options
® Forces Moments Add to Existing Loads Coord Sys |GLOBAL Replace Existing Loads
Trang 34Khai báo hoạt tải
HT2:tai TT(tuwong tu nhu kb tinh ta1) Joint Forces Load Pattern Name Units + |HT2 Toní,, m, C Loads Force Global x Coordinate System GLO BAL Force Global Y Options Force Global Z
Trang 35HT2:tải pb (tương tự như kb tinh ta1)
{eos plea Frame Distributed Loads
KE Joint Loads (HT2)
Load Pattern Name Units
‘ a - fotat l
Load Type and Direction Options * Forces Motnents Add to Existing Loads
Coord Sys GLOBAL y * Replace Existing Loads
Trang 36Khai báo hoạt tải H13 we Joint Forces Load Pattern Name Units + |/HT3 | Tonf, m,C
Loads Coordinate System Force Global x GLOBAL Force Global Y
Options Force Global 2
Add to Existing Loads
Moment about Global X4 0 * Replace Existing Loads
Trang 37Load Pattern Name Units + |HT3 | Tont, m, C Loads Coordinate System Force Global X GLOBAL
Force Global Y
0 phons Force Global Z
Trang 38Frame Distributed Loads Load Pattern Name + ||HT3 Load Type and Direction í® Forces Moments Coord Sys [GLOBAL Direction Gravity Trapezoidal Loads 2 Distance |2 |2 25 Load I0 |25 Relative Distance Íram End'| Uniform Load Load l0 Options
~ Add to Existing Loads * Replace Existing Loads
Delete Existing Loads
25 l0
Trang 39HT4 Joint Forces Load Pattern Name + JHT4 Loads Force Global X Force Global Y Force Global Z
Moment about Global x
Moment about Global Y Moment about Global Z Units Torí, m, C Coordinate System GLOBAL Options
Add to Existing Loads * Replace Existing Loads
Delete Existing Loads
Trang 40Load Pattern Name Units ‡ H14 | Tonf, m, C Loads Coordinate System Force Global X GLOBAL
Force Global Y
0 phons
Force Global Z
Add to Existing Loads
Moment about Global X