báo cáo thuyết trình sap 2000 dầm dọc ray

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Vao 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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i New Model

New Model Initialization Project Information

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lick 2 lần vào đường lưới=>Tùy chỉnh độ dài lưới th

ai=>Chon ok

File Edit View Define Bridge Draw Select Assign Analyze Display Design Options Tools Help

Dae BY =~ &° 8®@@Ơ 3d xy xz wz n Œ®*đ“' ee UH 2O A7 ki - dd L4 T -| BÀ x4 C13 1v Ÿ CO ae isl] BK Define Grid System Data Edit Format System Name x Grid Data Spacing | Line Type = ; Primary Prin Primary Primary Primary id Data Line Type Grid ID Spacing 8 Primary 1 1 3 4 s œ Grd ID Spe Line Type Z1 [_ Primary Primary Primary XZ Plane @ Y=0 Units Gnd Lines Tont, m, C Quick Start

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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Chon \ l=>V6 cac phân tử

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BR SAP2000 v14.2.2 Advanced - › v.« Ø <

Eile Edit View Define Bridge Draw Select Assign Analyze Display Design Options Jools Help

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Quét chọn =>Edit=>Replicate=>Parallel to Y=>Nhập các giá trị

=>Ok

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Replicate

Linear Radial Mirror Rotate About Line

ParalleltoX @ ParalleltoY Parallel to Z 3D Line Intersection of Line with XZ Plane

2 2 37.12

Increment Data Replicate Options

Number |1 ww Replicate Opt

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Quét chọn =>Edit=>Replicate=>Parallel toY=>Nhập các giá trị (nhớ tick chon Delete )=>Ok

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Replicate

Linear Radial Mirror Rotate About Line

Parallel to @ Parallel toY Parallel toZ 3D Line Intersection of Line with XZ Plane

1.25 z 3712

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Tương tự với phân tử bên cạnh(Y””=-1,65)

Eile Edit View Define Bridge Draw Select Assign Analyze Display Design Options Jools Help

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Quét chon=>Edit=>Replicate=>nhap ( bo tick Delete )=>OK

File Edit View Define Bridge Draw Select Assign Analyze

Gig

Display Design Options Jools Help

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Replicate

Linear Radial Mirror Increments Replicate Options

Modify/Show Replicate Options

0 of 9 active boxes are selected

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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

Material Notes Modiy/Show Notes Weight and Mass Unts Weight per Unt Volume To,mC oy Mass pet Unik Volume logic PIopat Da Modis ofElatioly, E Poisson's Rati, U Coefficient of Thermal Expansion, A 1.17066 Shea Modus, G 11153846 Other Properties for Concrete Materials 2108.2089 Spectied Concrete Compressive Stenghh, Ít Lightweight Concrete Switch To Advanced Property Display X68 YO.00 244.32 Material Property Data General Dale Material Name and Display Color | Material Type Concrete Matera Note Modty/Show Notes, Weight and Mass Units Weight per Unit Volume Torl,mC ov

ass per Un Volume

Lsotiopio Property Data Modus of Elastic, E Poisson's Ratio, U 1.170606 15833333 Coelficient of Theimal Expansion, & Shea Moddus, 6 Other Properties for Concrete Materials Spectied Concrete Compressive Stength, fc 2108-2089

Lightweight Concrete

Switch To Advanioed Property Display Ok

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Define=>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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& Section Name DAM12

† Section Note: Modity/Show Notes Section Notes Modity/Show Notes, Properties Property Modifiers Material Properties Property Modifiers Material

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Quét chon(dam va coc)

=> Assign=>Frame=>Frame section=>Gán phân tử dâm và CỌC Frame Properties Properties Find this propel DANI XI

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File Edit View Define Bridge Draw Select Assign Analyze Display Design Options Jools Help

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Khai 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

Eile Edit View | Define | Bridge Draw Select Assign Analyze Display Design Options Tools

Dawe dt | Materials SSP Fl wWweyurmwte fF Tne Section Properties > Det + Bridge Loads Mass Source Coordinate Systems/Grids Joint Constraints Joint Patterns Groups Section Cuts Generalized Displacements Functions Load Patterns Load Cases Load Combinations Lanes Named Views Vehicles

Named Property Sets

Pushoyer Parameter Sets Bridge Responses

Named Sets

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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

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=>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

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

Fred Length _+]|078 0 Zeowdh >| 31.12 OnePoint v] Fired Lengh x|[078 ZeoWidh >] 3112 One Point — *]

Fwedleagh [078 a a {0 ~ [Zero Width a ^[M12 [One Point A A FwedLengh ^ [078 ^ [Zero Width a ~ [31.12 A [One Point A Fixed Length 11 0 Zeto Width 3112 One Point Fixed Length 11 Zero Width 3112 One Point Fixed Lenath 078 0 Zero Width 12 One Point Fixed Length 078 Zero Width 3112 One Point Fixed Lenath 11 ũ Zero Width 31.12 One Point Fixed Length 11 Zero Width 31.12 One Point Fed Leng 078 0 Zero Width 31.12 One Point Fived Length ze zea wish Bên Oe Powe

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 |

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Define=>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

Vehicle Name Scale Factor ICT x|Ì! _ Map | Delete | Ry 4,

Vehicle Class Data

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'họn xuât các kêt quả nội lực mà minh can

ke Meaterials 2S PS 3d wy xz

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

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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 +

] Functions > LIVE LIVE 0 0 Show Load Pattern Notes |

eS Load Patterns l LIVE 0 ————

4 Load Cases LIVE v 0 v v

BS toad Combinations

Badge Loads >

Narmed Views

Named Property Sets

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Khai 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

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

£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

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Khai 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

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Khai 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

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File 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

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Khai 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 |

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Load 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

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Khai 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

0# Hÿ 5s /â›'28/@@@Ơơ A su cr›

p49 HO 4 no

5 Load Pattern Name Units Load Pattern Name Unis + HHT Trl, m,C

‡ |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

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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

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Khai 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

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HT2: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

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Khai 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

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Load Pattern Name Units + |HT3 | Tont, m, C Loads Coordinate System Force Global X GLOBAL

Force Global Y

0 phons Force Global Z

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Frame 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

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HT4 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

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Load 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