udhayasankar Ramasamy, profile picture
Uploaded byudhayasankar Ramasamy
23,357 views

Staad pro notes

The document is a comprehensive study material on using STAAD Pro for structural design, detailing procedures for modeling different structures such as framed structures, steel structures, plate slabs, foundations, and more. It includes step-by-step instructions on creating files, defining materials and properties, applying loads, performing analysis, and design processes for various components using the software. Additionally, it provides guidance on post-processing results and interpreting output for structural elements like beams, columns, and slabs.

Embed presentation

Downloaded 930 times
STUDY MATERIAL ON STAAD Pro 7 6 3 9 4 4 4 3 2 1 9 5 9 7 7 7 1 8 2 1 s a n k a r m e 7 @ g m a i l R. Udhayasankar ME Assistant Professor Sasurie College of Engineering Tiruppur.
Prepared by Er.R.udhayasankar ME 1 S.NO TITLE P.NO 1 DESIGN OF FRAMED STRACTURE USING STAAD Pro 2 2 DESIGN OF STEEL STRACTURE USING STAAD Pro 17 3 DESIGN OF PLATE SLAB USING STAAD Pro 25 4 DESIGN OF ISOLATED FOUNDATION USING STAAD Pro 31 5 DESIGN OF PILE CAP FOUNDATION USING STAAD Pro 37 6 DESIGN OF COMBINED FOUNDATION USING STAAD Pro 43 7 DESIGN OF ETC USING STAAD Pro 49 8 DESIGN OF SHEAR WALL USING STAAD Pro 52 9 DESIGN OF BRIDGE DECK USING STAAD Pro 57 10 DESIGN OF RAM CONNECTION USING STAAD Pro 65
Prepared by Er.R.udhayasankar ME 2 DESIGN OF FRAMED STRACTURE USING STAAD Pro Step 1 Open the staad pro New → New file → Space Create file name = Name Location = E Length unit = meter Force unit = kilo newton → Next Step 2 Where do you want to go? Add beam → Finish Step 3 Click → geometry → Nodes Node x y z 1 m m m Diagram 4 3 20 8 2 19 7 24 1 18 12 6 23 17 11 28 5 22 16 10 27 21 15 32 9 26 14 31 25 13 30 29
Prepared by Er.R.udhayasankar ME 3 Nodes x y z 1 0 0 0 2 3 0 0 3 6 0 0 4 9 0 0 5 0 0 3 6 3 0 3 7 6 0 3 8 9 0 3 9 0 0 6 10 3 0 6 11 6 0 6 12 9 0 6 13 0 0 9 14 3 0 9 15 6 0 9 16 9 0 9 Then close the node ( x) → You see the node point on the screen → How to find the node numbers → Click mouse left side → Click labels → Diagrams → Structure → Node number & Node point → Apply → ok Step 4 Select Node Crusher→ Fist selects all Node point Click → Geometry → Translational repeat → 3D repeat → Global direction → y → No of steps 1 → Default step spacing 3m → ok to see the display of node. Step 5 To join the node points Click → Geometry → Add beam → Add beam from point to point Select the node point and joint all node point like framed structure.
Prepared by Er.R.udhayasankar ME 4 Step 6 ➢ Material ➢ Property ➢ Support ➢ Load ➢ Analysis Material Click→ Modeling → General→ Material → Material Whole structure → click Concrete →Assign to view → Assign → Yes Property Click → Modeling → General → property → Property Whole structure → Define → Property → Rectangle YD .23m ZD .23m → Add → Close → Assign to view → Assign → Yes
Prepared by Er.R.udhayasankar ME 5 Support Click → Modeling → General → Support → Support Whole structure → Create → pinned → Add → Select the support 2 → Select the node point from framed structure → Assign to selected nodes → Assign → Yes
Prepared by Er.R.udhayasankar ME 6 Loads Click → Modeling → General → Load → Click load case details → Add → Add new load cases → Add – Load case 1 → Add- Load case 2 → Click Load case 1 Add self-weight → Add → Close → Click Load case 2 → Add →Member → load → Uniform force wl = -2 kN/m →Add → Close Select load→ UGL GY -2 kN/m →Select →Beam Parell to → X Z → Assign selected beam → Assign→ Yes
Prepared by Er.R.udhayasankar ME 7 ANALYSIS Click → Modeling → Analysis→ Print all → Add → close Analysis → Run analysis→ Save → Output Result Click the beam see the result on beam SHEAR FORCE DIAGRAM BENDING MOMEMT DIAGRAM DEFLECTION DIAGRAM
Prepared by Er.R.udhayasankar ME 8 Shear force Bending moment Deflection
Prepared by Er.R.udhayasankar ME 9 Step 6 Post processing Click → Post processing → Result setup → Select load case → Ok New screen will be displayed →Click → Result → Animation →Deflection → Ok → F12 to see full screen of deflection Click→ Result→ Bending moment →Scroll the mouse → to see the whole structure bending moment diagram → Value to be noted Click→ Result→ Section displacement → Scroll the mouse → to see the whole structure section displacement diagram →Value to be noted Click → Result → Beam stress → Click→ Beam stresses → to click any one beam → Open 3d beam stress coutour displayed → Distance to be provided the beam → Add to stress table → Values to be noted Beam →Graphs → Beam graphs→ diagram Show
Prepared by Er.R.udhayasankar ME 10 Whole Structure Mz 6kNm:1m 2 LOAD CASE 2 Whole Structure Fy 10kN:1m 2 LOAD CASE 2 Whole Structure Fx 70kN:1m 2 LOAD CASE 2
Prepared by Er.R.udhayasankar ME 11 STEP 7 DESIGN OF CONCRETE ELEMENTS BEAM & COLUMN BEAM DESIGN Click →Modeling → Click → Design→ Click → Concrete → Concrete design whole structure → Current code IS 456 →Click → Selected parameters ➢ fc = compressive strength of concrete ➢ fy = yield strength of concrete ➢ Maximum Main reinforcement ➢ Minimum secondary reinforcement ➢ Track Ok → Then change the unit kN/m to N/mm2 → Click → Tools → Set current input units → Change unite Click → Define parameter ➢ fc = compressive strength of concrete = 30 N/mm2 → Add ➢ fy = yield strength of concrete = 415 N/mm2 →Add ➢ Maximum Main reinforcement = 32 mm dia→ Add ➢ Minimum secondary reinforcement = 12 mm dia → Add ➢ Track = 3→ Add Assign → close First select beam member’s → Click→ Select beam parallel to → x z Click → commands → Click → Beam design →Add → Assign → Close → Analysis → Run analysis → save → Close →View output file → Done →To see the result concrete design result Click the beam member on mouse to see the → Beam design
Prepared by Er.R.udhayasankar ME 12 DESIGN OF COLUMN Click →Modeling → Click → Design→ Click → Concrete → Concrete design whole structure → Current code IS 456 →Click → Selected parameters ➢ fc = compressive strength of concrete
Prepared by Er.R.udhayasankar ME 13 ➢ fy = yield strength of concrete ➢ Maximum Main reinforcement ➢ Minimum secondary reinforcement ➢ Track Ok → Then change the unit kN/m to N/mm2 → Click → Tools → Set current input units → Change unite Click → Define parameter ➢ fc = compressive strength of concrete = 30 N/mm2 → Add ➢ fy = yield strength of concrete = 415 N/mm2 →Add ➢ Maximum Main reinforcement = 32 mm dia→ Add ➢ Minimum secondary reinforcement = 12 mm dia → Add ➢ Track = 3→ Add Assign → close First select Column member’s → Click→ Select beam parallel to → Y Click → commands → Click → Column design →Add → Assign → Close → Analysis → Run analysis → save → Close →View output file → Done →To see the result concrete design result Click the beam member on mouse to see the → column design
Prepared by Er.R.udhayasankar ME 14 STEP 8 DESIGN OF SHEAR & MAIN LAYOUT FOR CONCRETE ➢ Envelops ➢ Groups & Briefs ➢ Members ➢ Design Envelops Click → Envelops → Click → New Envelops → E1: name → Ok → Define Enevolops → un tick box → Load transfer from left side to right side → Ok Groups & Briefs Click → Groups & Briefs → Click → New briefs → B1:name → Design code IS 456 → Ok → Click → Edit briefs general main rft shear rft to changes values → Ok Click → New design groups → G: design group 1 → Design beiefs you created name → Ok
Prepared by Er.R.udhayasankar ME 15 Members Click → Members → Select the beam → Click → Top box members → Click → Auto form members → Beam created name M1 → Click → The top bar → Mode member → Design → To shown the dialogue box → Click the beam on mouse left → Click → Add → Members to design group → Design group 1 → Add → Ok Design Click → Design → Design option selected M1 → Ok → Design → Result noted Result Are ➢ Main rft ➢ Main layout ➢ Shear rft ➢ Shear layout ➢ Summary Summary
Prepared by Er.R.udhayasankar ME 16
Prepared by Er.R.udhayasankar ME 17 DESIGN OF STEEL STRUCTURE USING STAAD Pro Step 1 Open the staad pro New → New file → Truss Create file name = Name Location = E Length unit = meter Force unit = kilo newton → Next Step 2 Where do you want to go? Add beam → Finish Step 3 Click → geometry → Nodes Node x y z 1 m m m Diagram
Prepared by Er.R.udhayasankar ME 18 Nodes x y z 1 0 0 0 2 2 0 0 3 4 0 0 4 6 0 0 5 8 0 0 6 10 0 0 7 12 0 0 8 0 1 0 9 2 2 0 10 4 3 0 11 6 4 0 12 8 3 0 13 10 2 0 14 12 1 0 Then close the node ( x) → You see the node point on the screen → How to find the node numbers → Click mouse left side → Click labels → Diagrams → Structure → Node number & Node point → Apply → ok Step 4 To join the node points Click → Geometry → Add beam → Add beam from point to point Select the node point and joint all node point like framed structure.
Prepared by Er.R.udhayasankar ME 19 Step 5 ➢ Material ➢ Property ➢ Support ➢ Load ➢ Analysis Material Click→ Modeling → General→ Material → Material Whole structure → click Steel →Assign to view → Assign → Yes Property Click → Modeling → General → property → Property Whole structure → Section database → Section profile table→ click → Indian →s →shape → ISMB 125 Double channel → Add → Close → Assign to view → Assign → Yes
Prepared by Er.R.udhayasankar ME 20 Support Click → Modeling → General → Support → Support Whole structure → Create → pinned → Add → Select the support 2 → Select the node point from framed structure → Assign to selected nodes → Assign → Yes Loads Click → Modeling → General → Load → Click load case details → Add → Add new load cases → Add – Load case 1 → Add- Load case 2 → Click Load case 1 Add self-weight → Add → Close → Click Load case 2 → Add →Member → load → Nodel load fy = -2 kN →Add → Close
Prepared by Er.R.udhayasankar ME 21 Select load→ fy -2 kN → Assign selected node → Assign→ Yes ANALYSIS Click → Modeling → Analysis→ Print all → Add → close Analysis → Run analysis→ Save → Output Result Click the beam see the result on beam DEFLECTION DIAGRAM
Prepared by Er.R.udhayasankar ME 22 Step 5 POST PROCESSING Click → Post processing → Result setup → Select load case → Ok Click→ Reactions → see the results Click→ Instability joints → see the results Click →Beam→ Unity check → Stresses → Forces → Graphs New screen will be displayed → Click → Result → Animation →Deflection → Ok → F12 to see full screen of deflection STEP 6 DESIGN OF STEEL ELEMENTS Click → Modeling → Click → Design → Click → Steel → Steel design whole structure → Current code IS 800 → Click → Selected parameters ➢ Fvb = Allowable shear stress in rivet ➢ Fyld = Yield strength of steel ➢ Ly = Length in local y axis for slenderness ratio ➢ Lz = Length in local z axis for slenderness ratio ➢ Track = Track parameter ➢ Weld = Design weld Click → Define parameter ➢ Fvb = Allowable shear stress in rivet =100 N/mm2 → Add ➢ Fyld = Yield strength of steel = 250 N/mm2 → Add ➢ Ly = Length in local y axis for slenderness ratio = 100 mm → Add ➢ Lz = Length in local z axis for slenderness ratio = 100 mm → Add ➢ Track = Track parameter = max detail level → Add ➢ Weld = Design weld = closed weld → Add Add → Assign → Close First select beam member’s → Click→ Select steel structure
Prepared by Er.R.udhayasankar ME 23 Click → commands → Click → Check code → Add → Assign → Close → Analysis → Run analysis → save → Close → View output file → Done → To see the result Steel design result Click the steel member on mouse to see the → Steel design
Prepared by Er.R.udhayasankar ME 24 STEP 7 DESIGN OF STEEL ELEMENTS PASS OR FAIL ➢ Envelops ➢ Member design ➢ Groups and briefs ➢ Restrains ➢ Result and report Steel design → New envelops → Load envelops → Click load → Ok Click → Member design→ Click top bar → Member → Design physical members → Form members Click → Group and Briefs → Click → New brief design → Code IS 800 → Ok Click→ New group → Click → Group → Add → M1 → Transfer left side to right side → Ok Click → Restrains → Select member M1 → Top bar → Member design → Performance group design → Check code Click → Result and Report
Prepared by Er.R.udhayasankar ME 25 DESIG OF PLATE SLAB USING STAAD Pro Step 1 Open the staad pro New → New file → Floor Create file name = Name Location = E Length unit = meter Force unit = kilo newton → Next Step 2 Where do you want to go? Add plate → Finish Step 3 Click → geometry → Nodes Node x y z 1 m m m Diagram node x y z 1 0 0 0 2 3 0 0 3 0 0 3 4 3 0 3
Prepared by Er.R.udhayasankar ME 26 Click → Geometry → Add plate → Click quad then join the four node point Step 4 ➢ Material ➢ Property ➢ Support ➢ Load ➢ Analysis Material Click→ Modeling → General→ Material → Material Whole structure → click Concrete →Assign to view → Assign → Yes
Prepared by Er.R.udhayasankar ME 27 Property Click → Modeling → General → property → Property Whole structure → Thickness → Plate surface thickness → 0.120m → Add → Close → Assign to selected plate → Assign → Yes → close Support Click → Modeling → General → Support → Support Whole structure → Create → pinned → Add → Select the support 2 → Select the node point from framed structure → Assign to selected nodes → Assign → Yes
Prepared by Er.R.udhayasankar ME 28 Loads Click → Modeling → General → Load → Click load case details → Add → Add new load cases → Add – Load case 1 → Add- Load case 2 → Click Load case 1 Add self-weight → Add → Close → Click Load case 2 → plate load pressure on full plate -2kN/m2 GY →Add → Close Select load→ PR -2 kN/m2 →Select →Assign To View → Assign→ Yes Click → Modeling → Analysis→ Print all → Add → close Analysis → Run analysis→ Save → Output Result Click the SLAB see the result on slab
Prepared by Er.R.udhayasankar ME 29 POST PROCESSING Click → Post processing → Plate → Stress type Click → Post processing → Counter
Prepared by Er.R.udhayasankar ME 30 SLAB DESIGN whole structure → Current code IS 456 →Click → Selected parameters ➢ fc = compressive strength of concrete ➢ fy = yield strength of concrete Ok → Then change the unit kN/m to N/mm2 → Click → Tools → Set current input units → Change unite Click → Define parameter ➢ fc = compressive strength of concrete = 30 N/mm2 → Add ➢ fy = yield strength of concrete = 415 N/mm2 →Add Assign → close Click the SLAB member on mouse to see the → SLAB design
Prepared by Er.R.udhayasankar ME 31 DESIGN OF FOUNATION USING STAAD Pro Click → STAAD → Foundation Open→ Staad foundation → Click → File new Click→ [j] → New job → Write→ New job name→ Job title→ Isolated → Design code→ Indian →Default unit→ SI → Ok ➢ Foundation Plan ➢ Load & Factor ➢ Design Parameter ➢ Cover Rebar ➢ Cover soil ➢ Geometry ➢ Design ➢ Design summary ➢ Footing layout ➢ Detailed drawing ➢ Calculation sheet Foundation plan Click → tools → set out put units Click → Foundation Plan → Column position Click → Foundation Plan→ Column Dimension
Prepared by Er.R.udhayasankar ME 32 Load & Factors Click → load &factors → click → new load case → create new load case load name→ primary → ok Click → Column reaction → Node reaction → fy -2 → Ok Click → Load → Assign to view → Assign Design Parameter Click→ Design parameter → Click→ Cover rebar → Change the value click → Set default Click → Cover and soil → Change the values click → Set defau
Prepared by Er.R.udhayasankar ME 33 Click→ Geometry → Change the values click → set default → ok
Prepared by Er.R.udhayasankar ME 34 Design Click → Design → ok Results Are Taken ➢ Geometry ➢ Detailed schemed drawing ➢ GA drawing ➢ Calculation sheet
Prepared by Er.R.udhayasankar ME 35
Prepared by Er.R.udhayasankar ME 36
Prepared by Er.R.udhayasankar ME 37 DESIGN OF PILE CAP FOUNATION USING STAAD Pro OPEN STAAD FOUNDATION CLICK NEW ➢ GENERAL SETUP ➢ GENERAL FOUNDATION MODE ➢ COLUMN POSITION ➢ LOAD AND FACTORS ➢ JOB SET UP ➢ DESIGN PARAMETER ➢ PILE LAYOUT PREDEFINED ➢ DESIGN Click → New→ General Setup Click→ Foundation Mode → Click→ Foundation Plan Click→ Coolum Position → 0,0,0 → Create The Footing Click → Column Dimension → Give the Dimension → Ok Click → Load And Factor → Create New→ Load Case → Load Description→ Dead Load Load Title = Dead Load
Prepared by Er.R.udhayasankar ME 38 Load Case Type = Service Loading Type = Dead Add LIVE Load Load Title = LIVE Load Load Case Type = Service Loading type = live Add Click → Load Case 1→ Left Click Mouse→ Add Column Reaction→ Load →Dead Load →Click→ Fy -25 →Entre →Add Live Load → Click → Mouse Left Side → Add Column Reaction → Fy -200 → Entre → Add Click→ Load→ Assign the Load See → the Load On Screen Click → Generate Load Combination → Load Combination → Load Combination →Type →India → Click → Generate Load Combination → Click → Generate Load Combination → close Click → Job Setup → create → A New Job
Prepared by Er.R.udhayasankar ME 39 Job Name → Pile Cap Job Type → Pile Cap Design Code → Indian Default Unit → SI Click→ Available Load Case → Click →Down Load → Create Job → Close → Window Click→ Pile Cap→ Job→ Click→ Design Parameter→ Values →Changes →Set As Default→ Yes Click →Pile Layout Predefined →Values Are Changrs→ Click→ Calculate→ Click →3 →Pile Arrangement →Click→ Case1 →Ok→ close
Prepared by Er.R.udhayasankar ME 40 Select→ Design→ Yes→ Ok Results Are Taken ➢ Geometry ➢ Detailed schemed drawing ➢ GA drawing ➢ Calculation sheet
Prepared by Er.R.udhayasankar ME 41 Detailed schemed drawing GA drawing
Prepared by Er.R.udhayasankar ME 42 Calculation sheet
Prepared by Er.R.udhayasankar ME 43 DESIGN OF COMBINED FOUNATION USING STAAD Pro OPEN STAAD FOUNDATION CLICK NEW ➢ GENERAL SETUP ➢ GENERAL FOUNDATION MODE ➢ COLUMN POSITION ➢ LOAD AND FACTORS ➢ JOB SET UP ➢ COMBINED FOOTING DESIGN ➢ DESIGN Click → New→ General Setup Click→ Foundation Mode → Click→ Foundation Plan Click→ Coolum Position → 0,0,0 → Create The Footing Click → Column Dimension → Give the Dimension → Ok
Prepared by Er.R.udhayasankar ME 44 Click → Load And Factor → Create New→ Load Case → Load Description→ Dead Load Load Title = Dead Load Load Case Type = Service Loading Type = Dead Add LIVE Load Load Title = LIVE Load Load Case Type = Service Loading type = live Add Click → Load Case 1→ Left Click Mouse→ Add Column Reaction→ Load →Dead Load →Click→ Fy -60 →Entre →Add Live Load → Click → Mouse Left Side → Add Column Reaction → Fy -600 → Entre → Add Click→ Load→ Assign the Load See → the Load On Screen Click → Generate Load Combination → Load Combination → Load Combination →Type →India → Click → Generate Load Combination → Click → Generate Load Combination → close
Prepared by Er.R.udhayasankar ME 45 Click → Job Setup → create → A New Job Job Name → combined footing Job Type → combined footing Design Code → Indian Default Unit → SI Click→ Available Load Case → Click →Down Load → Create Job → Close → Window Results Are Taken ➢ Geometry ➢ Detailed schemed drawing ➢ GA drawing ➢ Calculation sheet
Prepared by Er.R.udhayasankar ME 46 Detailed schemed drawing
Prepared by Er.R.udhayasankar ME 47 GA drawing Calculation sheet
Prepared by Er.R.udhayasankar ME 48 GRAPH
Prepared by Er.R.udhayasankar ME 49 DESIGN OF ETC USING STAAD Pro STAAD Pro etc Click →ETC →New job → Click →Indian → Click→ Foundation → Click → Strip Footing → Fill the job name all → Click → Open → Fill all details given data → Next → Design → Input taken → Calculation sheet → Diagram
Prepared by Er.R.udhayasankar ME 50
Prepared by Er.R.udhayasankar ME 51
Prepared by Er.R.udhayasankar ME 52 DESIGN OF SHEAR WALL USING STAAD Pro Step 1 Open the staad pro New → New file → Space Create file name = Name Location = E Length unit = meter Force unit = kilo newton → Next Step 2 Where do you want to go? Add beam → Finish Step 3 Click → geometry → Nodes Node x y z 1 m m m Diagram SAME PROCEDUR FOR ABOVE DESIGN WATER TANK Click → create the surface
Prepared by Er.R.udhayasankar ME 53 Click → Geometry → Add Surface → Click → the Building → Click the Left Side Mouse → Create the Surface Material Click→ Modeling → General→ Material → Material Whole structure → click Concrete →Assign to view → Assign → Yes Property Click → Modeling → General → property → Property Whole structure → Define → Property → Rectangle YD .23m ZD .23m → Add → Close → Assign to view → Assign → Yes Click → Modeling → General → Property → Property Whole Structure → Thickness → Surface Thickness 120 mm → Add → Close → Assign To View →Assign → Yes Support Click → Modeling → General → Support → Support Whole structure → Create → fixed → Add → Select the support 2 → Select the node point from framed structure → Assign to selected nodes → Assign → Yes Loads Click → Modeling → General → Load → Click Load Case Details → Add → Add New Load Cases → Add – Load Case 1 → Add- Load Case 2 → Click Load Case
Prepared by Er.R.udhayasankar ME 54 1 Add Self-Weight → Add → Close → Click Load Case 2 → Surface Loads → Surface Of All Pressure -2kn/M2 GY →Add → Close Select load→ w1 -2 kN/m2 →Select →Assign To View → Assign→ Yes ANALYSIS Click → Modeling → Analysis→ Print all → Add → close Analysis → Run analysis→ Save → Output Result Click the beam see the result on beam DESIGN OF SHEAR WALL CLICK → Modeling → Design → Shear Wall → Select → Surface → Current Code Is 456 Click → Select → Parameter Change → Left Side to Right Side Click → Define Parameter → Enter Value Click → Shear Wall → Click → Commands → Add → Assign → Close Analysis → Run Analysis → save Result → Output Create → the shear wall panel. → Select→ shear wall → draw→ click→ wall
Prepared by Er.R.udhayasankar ME 55 CLICK → Modeling → Design → Shear Wall → Select → Surface → Current Code Is 456 Click → Select → Parameter Change → Left Side to Right Side Click → Define Parameter → Enter Value Click → Shear Wall → Click → Commands → Add → Assign → Close Analysis → Run Analysis → save Result → Output
Prepared by Er.R.udhayasankar ME 56
Prepared by Er.R.udhayasankar ME 57 DESIGN OF SLAB DECKS USING STAAD Pro Step 1 Open the staad pro New → New file → Space Create file name = Name Location = E Length unit = meter Force unit = kilo newton → Next Step 2 Where do you want to go? Add beam → Finish Step 3 Click → geometry → Snap node beam left right m x 0 4 4 y 0 10 1 Create The Structure → Draw → Close → Click → Centre Of Beam → Left → Click → Mouse →Insert Node → Add Mid-Point →Mid-Point → Ok
Prepared by Er.R.udhayasankar ME 58 Select → All Members → Click→ Geometry → Translation Repeat Global direction z No of step 3 Default step spacing 25 m Click → link steps → click → open base → ok → see → whole structure Create a Plate Click → Generate The Mesh → Select →The Plate → Left → Click → Generate Mesh → Quaid →Ok →Div. 16 75 16 75→ Apply Step 4
Prepared by Er.R.udhayasankar ME 59 ➢ Material ➢ Property ➢ Support ➢ Load ➢ Analysis Material Click→ Modeling → General→ Material → Material Whole structure → click Concrete →Assign to view → Assign → Yes Property Click → Modeling → General → property → Property Whole structure → Define → Property → Circular 1 m → Rectangle YD .5m ZD .5m → plate thickness .3m → Add → Close → Assign to view → Assign → Yes Support Click → Modeling → General → Support → Support Whole structure → Create → pinned → Add → Select the support 2 → Select the node point from framed structure → Assign to selected nodes → Assign → Yes Click → Modeling → General → Load → Click load case details → Add → Add new load cases → Add – Load case 1 → Click Load case 1 Add self-weight → Add → close ANALYSIS Click → Modeling → Analysis→ Print all → Add → close Analysis → Run analysis→ save → Output Result
Prepared by Er.R.udhayasankar ME 60 Step 5 Post processing Click → Post processing → Result setup → Select load case → Ok New screen will be displayed →Click → Result → Animation →Deflection → Ok → F12 to see full screen of deflection Click→ Result→ Bending moment →Scroll the mouse → to see the whole structure bending moment diagram → Value to be noted Click→ Result→ Section displacement → Scroll the mouse → to see the whole structure section displacement diagram →Value to be noted Click → Result → Beam stress → Click→ Beam stresses → to click any one beam → Open 3d beam stress coutour displayed → Distance to be provided the beam → Add to stress table → Values to be noted
Prepared by Er.R.udhayasankar ME 61 Step 6 Select → Bridge Deck →Select → The Plate → Click →Deck Create → Deck → Name Bridge → Ok Click → Deck → Define Roadway →Roadways →Select →New Define → Roadways → Custom Roadway
Prepared by Er.R.udhayasankar ME 62 1 Select →Add Left →Lane →Origen X 2m → Orientation 90 Length 75 m Origen Z O m Width 4 m → Apply 2 Select →Add→ Left Lane →Orgine X 2m → Orientation 90 Length 75 m Origen Z O m Width 4 M →Apply 3 Select →Add →Left Lane →Origen X 2m → Orientation 90 Length 75 m
Prepared by Er.R.udhayasankar ME 63 Orgine Z Om Width 4 M → Apply 4 Select →Add Left Lane→ Origen X 2m→ Orientation 90 Length 75m Orgine Z Om Width 4 M →Apply →Close → Close Select →Loading→ Click →Surface Influence →Result Noted Click →Loading →Run Load→ Generator Load →Generator Parameter →General ➢ General ➢ Decks ➢ IRC Loading ➢ Node Displacement
Prepared by Er.R.udhayasankar ME 64 ➢ Apply Ok ➢ See The The Result ➢ Click →The Mouse→ Left Side → Labels →Decks →Results →Click→ Load →Click →Vehicle → Apply→ Ok
Prepared by Er.R.udhayasankar ME 65 DESIGN OF RAM CONNECTION USING STAAD Pro Step 1 Open the staad pro New → New file → Space Create file name = Name Location = E Length unit = meter Force unit = kilo newton → Next Step 2 Where do you want to go? Add beam → Finish Step 3 Click → geometry → Nodes Node x y z 1 m m m Step 4 ➢ Material ➢ Property ➢ Support ➢ Load ➢ Analysis
Prepared by Er.R.udhayasankar ME 66 Material Click→ Modeling → General→ Material → Material Whole structure → click Concrete →Assign to view → Assign → Yes Property Click → Modeling → General → property → Property Whole structure → Define → Property → Rectangle YD .23m ZD .23m → Add → Close → Assign to view → Assign → Yes Click → Modeling → General → Property → Property Whole Structure → Thickness → Plate Thickness 120 mm → Add → Close → Assign To View → Assign → Yes Support Click → Modeling → General → Support → Support Whole structure → Create → fixed → Add → Select the support 2 → Select the node point from framed structure → Assign to selected nodes → Assign → Yes Loads Click → Modeling → General → Load → Click load case details → Add → Add new load cases → Add – Load case 1 → Add- Load case 2 → Click Load case 1 Add self-weight → Add → Close → Click Load case 2 → plate load → pressure on full plate -2kN/m2 GY → Add → Close Select load→ PR -2 kN/m2 →Select →Assign To View → Assign→ Yes q
Prepared by Er.R.udhayasankar ME 67 ANALYSIS Click → Modeling → Analysis→ Print all → Add → close Analysis → Run analysis→ Save → Output Result Step 4 ➢ Design load envelops ➢ Ram connection setting ➢ Smart connection ➢ Connection assignment Click →Design →Load Envelops→ Select→ Load →Ok Click → Ram Connection →Setting →Design Code → AISC 360-05 (LRFD) → Ok Select→ The Structure Beam Column Number Click →Smart Connection Clip Angle Bcf →Click →Clip Angle Beam Column Flange →Available→ Left Side To Right Side →Ok Connection Assignment Has Been Designed →Ok→ Close Click →Mouse →Select Joint→ Select The Joint
Prepared by Er.R.udhayasankar ME 68 Ram connection 3d view bolts
Prepared by Er.R.udhayasankar ME 69 Click result Click data
Prepared by Er.R.udhayasankar ME 70 DXF view
Prepared by Er.R.udhayasankar ME 71 DESIGN OF CABLE BRIDGE DECK USING STAAD Pro Step 1 Open the staad pro New → New file → Space Create file name = Name Location = E Length unit = meter Force unit = kilo newton → Next Step 2 Where do you want to go? Add beam → Finish Step 3 Click → geometry → SNOP NODE BEAM
Prepared by Er.R.udhayasankar ME 72 MATERIAL Click→ Modeling → General→ Material → Material →Whole Structure Create →Select→ Concrete →M60 TITLE→ M60 →Compressive Strength→ 60000→ Ok →Add Create→ Select →Steel Fe500→ TITLE →Fe 500 →Yied Strength →500000 → Ok →Add
Prepared by Er.R.udhayasankar ME 73 PROPERTY Click → Modeling → General → property → Property Whole structure → Define → Property → Add → Close → Assign to view → Assign → Yes Click → Modeling → General → property → Spec → Beam → Cable → unstressed length→ Add → Close → Assign to view → Assign → Yes
Prepared by Er.R.udhayasankar ME 74 SUPPORT Click → Modeling → General → Support → Support Whole structure → Create → fixed → Add → Select the support 2 → Select the node point from framed structure → Assign to selected nodes → Assign → Yes LOADS Click → Modeling → General → Load → Click Load Case Details → Add → Add New Load Cases → Add – Load Case 1 → Click Load Case 1 Add Self-Weight → Add → Close ANALYSIS Click → Modeling → Analysis→ Print all → Add → close Analysis → Run analysis→ Save → Output Result Click the beam see the result on beam
Prepared by Er.R.udhayasankar ME 75
Prepared by Er.R.udhayasankar ME 76 OF PRACTICE

More Related Content

PDF
Design of simple beam using staad pro
bySHAMJITH KM
 
PPTX
Staad Pro Intro
bySolai Raja
 
PDF
Analysis of simple beam using STAAD Pro (Exp No 1)
bySHAMJITH KM
 
PPTX
Final ppt on staad pro
bySakina Faiz
 
PPTX
staad pro
byJaspreet singh
 
PPTX
A powerpoint presentation on staad
byPriyanka Tyagi
 
PDF
ETABS BASIC DESIGN
byudhayasankar Ramasamy
 
PPTX
STAAD PRO CONNECT EDITION (SUMMER INTERNSHIP TRAINING)
byVishalKumar65606
 
Design of simple beam using staad pro
bySHAMJITH KM
 
Staad Pro Intro
bySolai Raja
 
Analysis of simple beam using STAAD Pro (Exp No 1)
bySHAMJITH KM
 
Final ppt on staad pro
bySakina Faiz
 
staad pro
byJaspreet singh
 
A powerpoint presentation on staad
byPriyanka Tyagi
 
ETABS BASIC DESIGN
byudhayasankar Ramasamy
 
STAAD PRO CONNECT EDITION (SUMMER INTERNSHIP TRAINING)
byVishalKumar65606
 

What's hot

PDF
Analysis and design of multi-storey building using staad.Pro
bygsharda123
 
PDF
Tutorial Staad-Pro
byNabeh Wildan
 
PPT
Shear wall and its design guidelines
byMuhammad Zain Ul abdin
 
PPTX
ANALYSIS AND DESIGN OF HIGH RISE BUILDING BY USING ETABS
byila vamsi krishna
 
PPTX
residential buliding by stadd pro
byila vamsi krishna
 
PDF
Calulation of deflection and crack width according to is 456 2000
byVikas Mehta
 
DOCX
Structural anaysis and design of g + 5 storey building using bentley stadd pr...
bySunil Kumar Meena
 
DOCX
DESIGN AND ANALYSIS OF G+3 RESIDENTIAL BUILDING BY S.MAHAMMAD FROM RAJIV GAND...
byMahammad2251
 
PDF
Rcc structure design by etabs (acecoms)
byMd. Shahadat Hossain
 
PPT
Design of footing as per IS 456-2000
byPraveenKumar Shanmugam
 
PPT
Design of slender columns as per IS 456-2000
byPraveenKumar Shanmugam
 
PPTX
ANALYSIS AND DESIGN OF G+3 STOREY BUILDING USING STAAD PRO vi8 Software
byAbhinav Verma
 
PDF
52436966 lecture-13-plate-girders
bySaleem Malik
 
PPTX
Design of pile cap
byPuspendu Ray
 
PPTX
Design and Analysis of Building using Etabs
byvishal shinde
 
PDF
Etabs presentation
byyaasiin123
 
PDF
Sp16 latest
byMohd Danish
 
PPT
Design of columns biaxial bending as per IS 456-2000
byPraveenKumar Shanmugam
 
PPTX
Tension members
bysky hawk
 
PPTX
Design of RCC Column footing
byArun Kurali
 
Analysis and design of multi-storey building using staad.Pro
bygsharda123
 
Tutorial Staad-Pro
byNabeh Wildan
 
Shear wall and its design guidelines
byMuhammad Zain Ul abdin
 
ANALYSIS AND DESIGN OF HIGH RISE BUILDING BY USING ETABS
byila vamsi krishna
 
residential buliding by stadd pro
byila vamsi krishna
 
Calulation of deflection and crack width according to is 456 2000
byVikas Mehta
 
Structural anaysis and design of g + 5 storey building using bentley stadd pr...
bySunil Kumar Meena
 
DESIGN AND ANALYSIS OF G+3 RESIDENTIAL BUILDING BY S.MAHAMMAD FROM RAJIV GAND...
byMahammad2251
 
Rcc structure design by etabs (acecoms)
byMd. Shahadat Hossain
 
Design of footing as per IS 456-2000
byPraveenKumar Shanmugam
 
Design of slender columns as per IS 456-2000
byPraveenKumar Shanmugam
 
ANALYSIS AND DESIGN OF G+3 STOREY BUILDING USING STAAD PRO vi8 Software
byAbhinav Verma
 
52436966 lecture-13-plate-girders
bySaleem Malik
 
Design of pile cap
byPuspendu Ray
 
Design and Analysis of Building using Etabs
byvishal shinde
 
Etabs presentation
byyaasiin123
 
Sp16 latest
byMohd Danish
 
Design of columns biaxial bending as per IS 456-2000
byPraveenKumar Shanmugam
 
Tension members
bysky hawk
 
Design of RCC Column footing
byArun Kurali
 

Similar to Staad pro notes

PDF
How to model and analyse structures using etabs
byWilson vils
 
PDF
Etabs notes-pdf
byLasikaMantrige
 
DOCX
Design of simple beam using staad pro - doc file
bySHAMJITH KM
 
PDF
StaadPro Manual by yousuf dinar
byYousuf Dinar
 
DOC
mechanical apdl and ansys steps
bykidanemariam tesera
 
PDF
28_02_2023_1544468502123453456676767.pdf
byNikhil438865
 
PPTX
24_Analysis and Design of artificial photos
byJirahRealo1
 
PDF
group internship ppt.pdf
byReddyMaheshbabu
 
PDF
Introduction to StaadPro
byPhurba Tamang
 
PPTX
etab modelling and design of concrete elemnts
byMohamedAttia601252
 
PPTX
Modelling for etab and design on etabs for concrete
byMohamedAttia601252
 
PDF
Rigid-jointed_frame_analysis_1458662758
byGURUPRASADSHIKHARE2
 
PDF
Staad-pro Introduction- for the beginner
byBharti Shinde
 
PPTX
staadfinal-180216111555.pptx ssfdggdgfdgfdgfdg
byAmolBandgar5
 
PPTX
Buckling Frequencies for Beams in Hypermesh
byAkshay Mistri
 
PPT
Beam workbench13
byNasser Alajore
 
PDF
Axis vm stepbystep
byKadir Özdemir
 
PDF
IRJET- Design and Analysis of RCC Framed Structure(G+5) by using STAAD.Pr...
byIRJET Journal
 
PPTX
Truss Analysis (Mechanics vs. Hypermesh)
byAkshay Mistri
 
PDF
BEAM COLUMN JOINT ANALYSIS FOR VARIOUS LOADING USING FINITE ELEMENT METHOD FO...
byIRJET Journal
 
How to model and analyse structures using etabs
byWilson vils
 
Etabs notes-pdf
byLasikaMantrige
 
Design of simple beam using staad pro - doc file
bySHAMJITH KM
 
StaadPro Manual by yousuf dinar
byYousuf Dinar
 
mechanical apdl and ansys steps
bykidanemariam tesera
 
28_02_2023_1544468502123453456676767.pdf
byNikhil438865
 
24_Analysis and Design of artificial photos
byJirahRealo1
 
group internship ppt.pdf
byReddyMaheshbabu
 
Introduction to StaadPro
byPhurba Tamang
 
etab modelling and design of concrete elemnts
byMohamedAttia601252
 
Modelling for etab and design on etabs for concrete
byMohamedAttia601252
 
Rigid-jointed_frame_analysis_1458662758
byGURUPRASADSHIKHARE2
 
Staad-pro Introduction- for the beginner
byBharti Shinde
 
staadfinal-180216111555.pptx ssfdggdgfdgfdgfdg
byAmolBandgar5
 
Buckling Frequencies for Beams in Hypermesh
byAkshay Mistri
 
Beam workbench13
byNasser Alajore
 
Axis vm stepbystep
byKadir Özdemir
 
IRJET- Design and Analysis of RCC Framed Structure(G+5) by using STAAD.Pr...
byIRJET Journal
 
Truss Analysis (Mechanics vs. Hypermesh)
byAkshay Mistri
 
BEAM COLUMN JOINT ANALYSIS FOR VARIOUS LOADING USING FINITE ELEMENT METHOD FO...
byIRJET Journal
 

Recently uploaded

PPTX
Unit 5 - THERMO ELECTRIC ENERGY BASED PROCESSES .pptx
byarivazhaganrajangam
 
PPTX
Chapter4- Continuous-Time Markov Models- Stpchastoc Processes- Dr. Zahedi.pptx
byzahedicourse
 
PPTX
Basic PLC - Solid introduction _ 1 .pptx
byAhmed Ramadan
 
PPTX
Unit 2 - ABRASIVE PROCESS AND BROACHING.pptx
byarivazhaganrajangam
 
PDF
Dimensional Analysis and modelling similitude
by360degrees1
 
PPT
Unit 1 - SHAPER, MILLING AND GEAR CUTTING MACHINES .ppt
byarivazhaganrajangam
 
PPT
WK3 - Multi Layer Perceptron (1).ppt in machine learning
byhealtheconomics1401
 
PPTX
410776623-5G 3GPP STANDARED-Overview.pptx
byMohamedshabana38
 
PPTX
Lecture 2_Introduction to engineering design.pptx
bylynxvill3
 
PPTX
Introduction to Physical Metallurgy II.pptx
byOcheriCyril2
 
PPTX
reference material iso 45001_2018.pptx reference material iso 45001_2018.pptx
byMelwinPaul6
 
PPT
Escape-17-plenary-gani-grossmann-final.ppt
bynewjourneynewlife201
 
PPT
TOWERS AND COLUMNS,maintenance and inspection.ppt
byamalthomas9447
 
PPTX
PEMET 413 COMPOSITE MATERIALS MOD1 LECTURE 3.pptx
byVINAY B
 
PPTX
MOD 1 (concrete technology -cement,aggregates .pptx
bytkmmullonkal
 
PPTX
Module 1 AGGREGATES, DEFINITION, TYPES .pptx
bytkmmullonkal
 
PPTX
chapterOverview - embedded systems .pptx
bysamyukthakg2020
 
PPT
DECISION MAKING SYSTEMS Modelling and Support
byAnu S S
 
PDF
CyberOps_Associate_certificate.pdf-cisco
bySanjayG931395
 
PPTX
MOHSIN IJAZ PRESENTATION Final-climate.pptx
byakashhussain2851
 
Unit 5 - THERMO ELECTRIC ENERGY BASED PROCESSES .pptx
byarivazhaganrajangam
 
Chapter4- Continuous-Time Markov Models- Stpchastoc Processes- Dr. Zahedi.pptx
byzahedicourse
 
Basic PLC - Solid introduction _ 1 .pptx
byAhmed Ramadan
 
Unit 2 - ABRASIVE PROCESS AND BROACHING.pptx
byarivazhaganrajangam
 
Dimensional Analysis and modelling similitude
by360degrees1
 
Unit 1 - SHAPER, MILLING AND GEAR CUTTING MACHINES .ppt
byarivazhaganrajangam
 
WK3 - Multi Layer Perceptron (1).ppt in machine learning
byhealtheconomics1401
 
410776623-5G 3GPP STANDARED-Overview.pptx
byMohamedshabana38
 
Lecture 2_Introduction to engineering design.pptx
bylynxvill3
 
Introduction to Physical Metallurgy II.pptx
byOcheriCyril2
 
reference material iso 45001_2018.pptx reference material iso 45001_2018.pptx
byMelwinPaul6
 
Escape-17-plenary-gani-grossmann-final.ppt
bynewjourneynewlife201
 
TOWERS AND COLUMNS,maintenance and inspection.ppt
byamalthomas9447
 
PEMET 413 COMPOSITE MATERIALS MOD1 LECTURE 3.pptx
byVINAY B
 
MOD 1 (concrete technology -cement,aggregates .pptx
bytkmmullonkal
 
Module 1 AGGREGATES, DEFINITION, TYPES .pptx
bytkmmullonkal
 
chapterOverview - embedded systems .pptx
bysamyukthakg2020
 
DECISION MAKING SYSTEMS Modelling and Support
byAnu S S
 
CyberOps_Associate_certificate.pdf-cisco
bySanjayG931395
 
MOHSIN IJAZ PRESENTATION Final-climate.pptx
byakashhussain2851
 

Staad pro notes

  • 1.
    STUDY MATERIAL ON STAADPro 7 6 3 9 4 4 4 3 2 1 9 5 9 7 7 7 1 8 2 1 s a n k a r m e 7 @ g m a i l R. Udhayasankar ME Assistant Professor Sasurie College of Engineering Tiruppur.
  • 2.
    Prepared by Er.R.udhayasankarME 1 S.NO TITLE P.NO 1 DESIGN OF FRAMED STRACTURE USING STAAD Pro 2 2 DESIGN OF STEEL STRACTURE USING STAAD Pro 17 3 DESIGN OF PLATE SLAB USING STAAD Pro 25 4 DESIGN OF ISOLATED FOUNDATION USING STAAD Pro 31 5 DESIGN OF PILE CAP FOUNDATION USING STAAD Pro 37 6 DESIGN OF COMBINED FOUNDATION USING STAAD Pro 43 7 DESIGN OF ETC USING STAAD Pro 49 8 DESIGN OF SHEAR WALL USING STAAD Pro 52 9 DESIGN OF BRIDGE DECK USING STAAD Pro 57 10 DESIGN OF RAM CONNECTION USING STAAD Pro 65
  • 3.
    Prepared by Er.R.udhayasankarME 2 DESIGN OF FRAMED STRACTURE USING STAAD Pro Step 1 Open the staad pro New → New file → Space Create file name = Name Location = E Length unit = meter Force unit = kilo newton → Next Step 2 Where do you want to go? Add beam → Finish Step 3 Click → geometry → Nodes Node x y z 1 m m m Diagram 4 3 20 8 2 19 7 24 1 18 12 6 23 17 11 28 5 22 16 10 27 21 15 32 9 26 14 31 25 13 30 29
  • 4.
    Prepared by Er.R.udhayasankarME 3 Nodes x y z 1 0 0 0 2 3 0 0 3 6 0 0 4 9 0 0 5 0 0 3 6 3 0 3 7 6 0 3 8 9 0 3 9 0 0 6 10 3 0 6 11 6 0 6 12 9 0 6 13 0 0 9 14 3 0 9 15 6 0 9 16 9 0 9 Then close the node ( x) → You see the node point on the screen → How to find the node numbers → Click mouse left side → Click labels → Diagrams → Structure → Node number & Node point → Apply → ok Step 4 Select Node Crusher→ Fist selects all Node point Click → Geometry → Translational repeat → 3D repeat → Global direction → y → No of steps 1 → Default step spacing 3m → ok to see the display of node. Step 5 To join the node points Click → Geometry → Add beam → Add beam from point to point Select the node point and joint all node point like framed structure.
  • 5.
    Prepared by Er.R.udhayasankarME 4 Step 6 ➢ Material ➢ Property ➢ Support ➢ Load ➢ Analysis Material Click→ Modeling → General→ Material → Material Whole structure → click Concrete →Assign to view → Assign → Yes Property Click → Modeling → General → property → Property Whole structure → Define → Property → Rectangle YD .23m ZD .23m → Add → Close → Assign to view → Assign → Yes
  • 6.
    Prepared by Er.R.udhayasankarME 5 Support Click → Modeling → General → Support → Support Whole structure → Create → pinned → Add → Select the support 2 → Select the node point from framed structure → Assign to selected nodes → Assign → Yes
  • 7.
    Prepared by Er.R.udhayasankarME 6 Loads Click → Modeling → General → Load → Click load case details → Add → Add new load cases → Add – Load case 1 → Add- Load case 2 → Click Load case 1 Add self-weight → Add → Close → Click Load case 2 → Add →Member → load → Uniform force wl = -2 kN/m →Add → Close Select load→ UGL GY -2 kN/m →Select →Beam Parell to → X Z → Assign selected beam → Assign→ Yes
  • 8.
    Prepared by Er.R.udhayasankarME 7 ANALYSIS Click → Modeling → Analysis→ Print all → Add → close Analysis → Run analysis→ Save → Output Result Click the beam see the result on beam SHEAR FORCE DIAGRAM BENDING MOMEMT DIAGRAM DEFLECTION DIAGRAM
  • 9.
    Prepared by Er.R.udhayasankarME 8 Shear force Bending moment Deflection
  • 10.
    Prepared by Er.R.udhayasankarME 9 Step 6 Post processing Click → Post processing → Result setup → Select load case → Ok New screen will be displayed →Click → Result → Animation →Deflection → Ok → F12 to see full screen of deflection Click→ Result→ Bending moment →Scroll the mouse → to see the whole structure bending moment diagram → Value to be noted Click→ Result→ Section displacement → Scroll the mouse → to see the whole structure section displacement diagram →Value to be noted Click → Result → Beam stress → Click→ Beam stresses → to click any one beam → Open 3d beam stress coutour displayed → Distance to be provided the beam → Add to stress table → Values to be noted Beam →Graphs → Beam graphs→ diagram Show
  • 11.
    Prepared by Er.R.udhayasankarME 10 Whole Structure Mz 6kNm:1m 2 LOAD CASE 2 Whole Structure Fy 10kN:1m 2 LOAD CASE 2 Whole Structure Fx 70kN:1m 2 LOAD CASE 2
  • 12.
    Prepared by Er.R.udhayasankarME 11 STEP 7 DESIGN OF CONCRETE ELEMENTS BEAM & COLUMN BEAM DESIGN Click →Modeling → Click → Design→ Click → Concrete → Concrete design whole structure → Current code IS 456 →Click → Selected parameters ➢ fc = compressive strength of concrete ➢ fy = yield strength of concrete ➢ Maximum Main reinforcement ➢ Minimum secondary reinforcement ➢ Track Ok → Then change the unit kN/m to N/mm2 → Click → Tools → Set current input units → Change unite Click → Define parameter ➢ fc = compressive strength of concrete = 30 N/mm2 → Add ➢ fy = yield strength of concrete = 415 N/mm2 →Add ➢ Maximum Main reinforcement = 32 mm dia→ Add ➢ Minimum secondary reinforcement = 12 mm dia → Add ➢ Track = 3→ Add Assign → close First select beam member’s → Click→ Select beam parallel to → x z Click → commands → Click → Beam design →Add → Assign → Close → Analysis → Run analysis → save → Close →View output file → Done →To see the result concrete design result Click the beam member on mouse to see the → Beam design
  • 13.
    Prepared by Er.R.udhayasankarME 12 DESIGN OF COLUMN Click →Modeling → Click → Design→ Click → Concrete → Concrete design whole structure → Current code IS 456 →Click → Selected parameters ➢ fc = compressive strength of concrete
  • 14.
    Prepared by Er.R.udhayasankarME 13 ➢ fy = yield strength of concrete ➢ Maximum Main reinforcement ➢ Minimum secondary reinforcement ➢ Track Ok → Then change the unit kN/m to N/mm2 → Click → Tools → Set current input units → Change unite Click → Define parameter ➢ fc = compressive strength of concrete = 30 N/mm2 → Add ➢ fy = yield strength of concrete = 415 N/mm2 →Add ➢ Maximum Main reinforcement = 32 mm dia→ Add ➢ Minimum secondary reinforcement = 12 mm dia → Add ➢ Track = 3→ Add Assign → close First select Column member’s → Click→ Select beam parallel to → Y Click → commands → Click → Column design →Add → Assign → Close → Analysis → Run analysis → save → Close →View output file → Done →To see the result concrete design result Click the beam member on mouse to see the → column design
  • 15.
    Prepared by Er.R.udhayasankarME 14 STEP 8 DESIGN OF SHEAR & MAIN LAYOUT FOR CONCRETE ➢ Envelops ➢ Groups & Briefs ➢ Members ➢ Design Envelops Click → Envelops → Click → New Envelops → E1: name → Ok → Define Enevolops → un tick box → Load transfer from left side to right side → Ok Groups & Briefs Click → Groups & Briefs → Click → New briefs → B1:name → Design code IS 456 → Ok → Click → Edit briefs general main rft shear rft to changes values → Ok Click → New design groups → G: design group 1 → Design beiefs you created name → Ok
  • 16.
    Prepared by Er.R.udhayasankarME 15 Members Click → Members → Select the beam → Click → Top box members → Click → Auto form members → Beam created name M1 → Click → The top bar → Mode member → Design → To shown the dialogue box → Click the beam on mouse left → Click → Add → Members to design group → Design group 1 → Add → Ok Design Click → Design → Design option selected M1 → Ok → Design → Result noted Result Are ➢ Main rft ➢ Main layout ➢ Shear rft ➢ Shear layout ➢ Summary Summary
  • 17.
  • 18.
    Prepared by Er.R.udhayasankarME 17 DESIGN OF STEEL STRUCTURE USING STAAD Pro Step 1 Open the staad pro New → New file → Truss Create file name = Name Location = E Length unit = meter Force unit = kilo newton → Next Step 2 Where do you want to go? Add beam → Finish Step 3 Click → geometry → Nodes Node x y z 1 m m m Diagram
  • 19.
    Prepared by Er.R.udhayasankarME 18 Nodes x y z 1 0 0 0 2 2 0 0 3 4 0 0 4 6 0 0 5 8 0 0 6 10 0 0 7 12 0 0 8 0 1 0 9 2 2 0 10 4 3 0 11 6 4 0 12 8 3 0 13 10 2 0 14 12 1 0 Then close the node ( x) → You see the node point on the screen → How to find the node numbers → Click mouse left side → Click labels → Diagrams → Structure → Node number & Node point → Apply → ok Step 4 To join the node points Click → Geometry → Add beam → Add beam from point to point Select the node point and joint all node point like framed structure.
  • 20.
    Prepared by Er.R.udhayasankarME 19 Step 5 ➢ Material ➢ Property ➢ Support ➢ Load ➢ Analysis Material Click→ Modeling → General→ Material → Material Whole structure → click Steel →Assign to view → Assign → Yes Property Click → Modeling → General → property → Property Whole structure → Section database → Section profile table→ click → Indian →s →shape → ISMB 125 Double channel → Add → Close → Assign to view → Assign → Yes
  • 21.
    Prepared by Er.R.udhayasankarME 20 Support Click → Modeling → General → Support → Support Whole structure → Create → pinned → Add → Select the support 2 → Select the node point from framed structure → Assign to selected nodes → Assign → Yes Loads Click → Modeling → General → Load → Click load case details → Add → Add new load cases → Add – Load case 1 → Add- Load case 2 → Click Load case 1 Add self-weight → Add → Close → Click Load case 2 → Add →Member → load → Nodel load fy = -2 kN →Add → Close
  • 22.
    Prepared by Er.R.udhayasankarME 21 Select load→ fy -2 kN → Assign selected node → Assign→ Yes ANALYSIS Click → Modeling → Analysis→ Print all → Add → close Analysis → Run analysis→ Save → Output Result Click the beam see the result on beam DEFLECTION DIAGRAM
  • 23.
    Prepared by Er.R.udhayasankarME 22 Step 5 POST PROCESSING Click → Post processing → Result setup → Select load case → Ok Click→ Reactions → see the results Click→ Instability joints → see the results Click →Beam→ Unity check → Stresses → Forces → Graphs New screen will be displayed → Click → Result → Animation →Deflection → Ok → F12 to see full screen of deflection STEP 6 DESIGN OF STEEL ELEMENTS Click → Modeling → Click → Design → Click → Steel → Steel design whole structure → Current code IS 800 → Click → Selected parameters ➢ Fvb = Allowable shear stress in rivet ➢ Fyld = Yield strength of steel ➢ Ly = Length in local y axis for slenderness ratio ➢ Lz = Length in local z axis for slenderness ratio ➢ Track = Track parameter ➢ Weld = Design weld Click → Define parameter ➢ Fvb = Allowable shear stress in rivet =100 N/mm2 → Add ➢ Fyld = Yield strength of steel = 250 N/mm2 → Add ➢ Ly = Length in local y axis for slenderness ratio = 100 mm → Add ➢ Lz = Length in local z axis for slenderness ratio = 100 mm → Add ➢ Track = Track parameter = max detail level → Add ➢ Weld = Design weld = closed weld → Add Add → Assign → Close First select beam member’s → Click→ Select steel structure
  • 24.
    Prepared by Er.R.udhayasankarME 23 Click → commands → Click → Check code → Add → Assign → Close → Analysis → Run analysis → save → Close → View output file → Done → To see the result Steel design result Click the steel member on mouse to see the → Steel design
  • 25.
    Prepared by Er.R.udhayasankarME 24 STEP 7 DESIGN OF STEEL ELEMENTS PASS OR FAIL ➢ Envelops ➢ Member design ➢ Groups and briefs ➢ Restrains ➢ Result and report Steel design → New envelops → Load envelops → Click load → Ok Click → Member design→ Click top bar → Member → Design physical members → Form members Click → Group and Briefs → Click → New brief design → Code IS 800 → Ok Click→ New group → Click → Group → Add → M1 → Transfer left side to right side → Ok Click → Restrains → Select member M1 → Top bar → Member design → Performance group design → Check code Click → Result and Report
  • 26.
    Prepared by Er.R.udhayasankarME 25 DESIG OF PLATE SLAB USING STAAD Pro Step 1 Open the staad pro New → New file → Floor Create file name = Name Location = E Length unit = meter Force unit = kilo newton → Next Step 2 Where do you want to go? Add plate → Finish Step 3 Click → geometry → Nodes Node x y z 1 m m m Diagram node x y z 1 0 0 0 2 3 0 0 3 0 0 3 4 3 0 3
  • 27.
    Prepared by Er.R.udhayasankarME 26 Click → Geometry → Add plate → Click quad then join the four node point Step 4 ➢ Material ➢ Property ➢ Support ➢ Load ➢ Analysis Material Click→ Modeling → General→ Material → Material Whole structure → click Concrete →Assign to view → Assign → Yes
  • 28.
    Prepared by Er.R.udhayasankarME 27 Property Click → Modeling → General → property → Property Whole structure → Thickness → Plate surface thickness → 0.120m → Add → Close → Assign to selected plate → Assign → Yes → close Support Click → Modeling → General → Support → Support Whole structure → Create → pinned → Add → Select the support 2 → Select the node point from framed structure → Assign to selected nodes → Assign → Yes
  • 29.
    Prepared by Er.R.udhayasankarME 28 Loads Click → Modeling → General → Load → Click load case details → Add → Add new load cases → Add – Load case 1 → Add- Load case 2 → Click Load case 1 Add self-weight → Add → Close → Click Load case 2 → plate load pressure on full plate -2kN/m2 GY →Add → Close Select load→ PR -2 kN/m2 →Select →Assign To View → Assign→ Yes Click → Modeling → Analysis→ Print all → Add → close Analysis → Run analysis→ Save → Output Result Click the SLAB see the result on slab
  • 30.
    Prepared by Er.R.udhayasankarME 29 POST PROCESSING Click → Post processing → Plate → Stress type Click → Post processing → Counter
  • 31.
    Prepared by Er.R.udhayasankarME 30 SLAB DESIGN whole structure → Current code IS 456 →Click → Selected parameters ➢ fc = compressive strength of concrete ➢ fy = yield strength of concrete Ok → Then change the unit kN/m to N/mm2 → Click → Tools → Set current input units → Change unite Click → Define parameter ➢ fc = compressive strength of concrete = 30 N/mm2 → Add ➢ fy = yield strength of concrete = 415 N/mm2 →Add Assign → close Click the SLAB member on mouse to see the → SLAB design
  • 32.
    Prepared by Er.R.udhayasankarME 31 DESIGN OF FOUNATION USING STAAD Pro Click → STAAD → Foundation Open→ Staad foundation → Click → File new Click→ [j] → New job → Write→ New job name→ Job title→ Isolated → Design code→ Indian →Default unit→ SI → Ok ➢ Foundation Plan ➢ Load & Factor ➢ Design Parameter ➢ Cover Rebar ➢ Cover soil ➢ Geometry ➢ Design ➢ Design summary ➢ Footing layout ➢ Detailed drawing ➢ Calculation sheet Foundation plan Click → tools → set out put units Click → Foundation Plan → Column position Click → Foundation Plan→ Column Dimension
  • 33.
    Prepared by Er.R.udhayasankarME 32 Load & Factors Click → load &factors → click → new load case → create new load case load name→ primary → ok Click → Column reaction → Node reaction → fy -2 → Ok Click → Load → Assign to view → Assign Design Parameter Click→ Design parameter → Click→ Cover rebar → Change the value click → Set default Click → Cover and soil → Change the values click → Set defau
  • 34.
    Prepared by Er.R.udhayasankarME 33 Click→ Geometry → Change the values click → set default → ok
  • 35.
    Prepared by Er.R.udhayasankarME 34 Design Click → Design → ok Results Are Taken ➢ Geometry ➢ Detailed schemed drawing ➢ GA drawing ➢ Calculation sheet
  • 36.
  • 37.
  • 38.
    Prepared by Er.R.udhayasankarME 37 DESIGN OF PILE CAP FOUNATION USING STAAD Pro OPEN STAAD FOUNDATION CLICK NEW ➢ GENERAL SETUP ➢ GENERAL FOUNDATION MODE ➢ COLUMN POSITION ➢ LOAD AND FACTORS ➢ JOB SET UP ➢ DESIGN PARAMETER ➢ PILE LAYOUT PREDEFINED ➢ DESIGN Click → New→ General Setup Click→ Foundation Mode → Click→ Foundation Plan Click→ Coolum Position → 0,0,0 → Create The Footing Click → Column Dimension → Give the Dimension → Ok Click → Load And Factor → Create New→ Load Case → Load Description→ Dead Load Load Title = Dead Load
  • 39.
    Prepared by Er.R.udhayasankarME 38 Load Case Type = Service Loading Type = Dead Add LIVE Load Load Title = LIVE Load Load Case Type = Service Loading type = live Add Click → Load Case 1→ Left Click Mouse→ Add Column Reaction→ Load →Dead Load →Click→ Fy -25 →Entre →Add Live Load → Click → Mouse Left Side → Add Column Reaction → Fy -200 → Entre → Add Click→ Load→ Assign the Load See → the Load On Screen Click → Generate Load Combination → Load Combination → Load Combination →Type →India → Click → Generate Load Combination → Click → Generate Load Combination → close Click → Job Setup → create → A New Job
  • 40.
    Prepared by Er.R.udhayasankarME 39 Job Name → Pile Cap Job Type → Pile Cap Design Code → Indian Default Unit → SI Click→ Available Load Case → Click →Down Load → Create Job → Close → Window Click→ Pile Cap→ Job→ Click→ Design Parameter→ Values →Changes →Set As Default→ Yes Click →Pile Layout Predefined →Values Are Changrs→ Click→ Calculate→ Click →3 →Pile Arrangement →Click→ Case1 →Ok→ close
  • 41.
    Prepared by Er.R.udhayasankarME 40 Select→ Design→ Yes→ Ok Results Are Taken ➢ Geometry ➢ Detailed schemed drawing ➢ GA drawing ➢ Calculation sheet
  • 42.
    Prepared by Er.R.udhayasankarME 41 Detailed schemed drawing GA drawing
  • 43.
    Prepared by Er.R.udhayasankarME 42 Calculation sheet
  • 44.
    Prepared by Er.R.udhayasankarME 43 DESIGN OF COMBINED FOUNATION USING STAAD Pro OPEN STAAD FOUNDATION CLICK NEW ➢ GENERAL SETUP ➢ GENERAL FOUNDATION MODE ➢ COLUMN POSITION ➢ LOAD AND FACTORS ➢ JOB SET UP ➢ COMBINED FOOTING DESIGN ➢ DESIGN Click → New→ General Setup Click→ Foundation Mode → Click→ Foundation Plan Click→ Coolum Position → 0,0,0 → Create The Footing Click → Column Dimension → Give the Dimension → Ok
  • 45.
    Prepared by Er.R.udhayasankarME 44 Click → Load And Factor → Create New→ Load Case → Load Description→ Dead Load Load Title = Dead Load Load Case Type = Service Loading Type = Dead Add LIVE Load Load Title = LIVE Load Load Case Type = Service Loading type = live Add Click → Load Case 1→ Left Click Mouse→ Add Column Reaction→ Load →Dead Load →Click→ Fy -60 →Entre →Add Live Load → Click → Mouse Left Side → Add Column Reaction → Fy -600 → Entre → Add Click→ Load→ Assign the Load See → the Load On Screen Click → Generate Load Combination → Load Combination → Load Combination →Type →India → Click → Generate Load Combination → Click → Generate Load Combination → close
  • 46.
    Prepared by Er.R.udhayasankarME 45 Click → Job Setup → create → A New Job Job Name → combined footing Job Type → combined footing Design Code → Indian Default Unit → SI Click→ Available Load Case → Click →Down Load → Create Job → Close → Window Results Are Taken ➢ Geometry ➢ Detailed schemed drawing ➢ GA drawing ➢ Calculation sheet
  • 47.
    Prepared by Er.R.udhayasankarME 46 Detailed schemed drawing
  • 48.
    Prepared by Er.R.udhayasankarME 47 GA drawing Calculation sheet
  • 49.
  • 50.
    Prepared by Er.R.udhayasankarME 49 DESIGN OF ETC USING STAAD Pro STAAD Pro etc Click →ETC →New job → Click →Indian → Click→ Foundation → Click → Strip Footing → Fill the job name all → Click → Open → Fill all details given data → Next → Design → Input taken → Calculation sheet → Diagram
  • 51.
  • 52.
  • 53.
    Prepared by Er.R.udhayasankarME 52 DESIGN OF SHEAR WALL USING STAAD Pro Step 1 Open the staad pro New → New file → Space Create file name = Name Location = E Length unit = meter Force unit = kilo newton → Next Step 2 Where do you want to go? Add beam → Finish Step 3 Click → geometry → Nodes Node x y z 1 m m m Diagram SAME PROCEDUR FOR ABOVE DESIGN WATER TANK Click → create the surface
  • 54.
    Prepared by Er.R.udhayasankarME 53 Click → Geometry → Add Surface → Click → the Building → Click the Left Side Mouse → Create the Surface Material Click→ Modeling → General→ Material → Material Whole structure → click Concrete →Assign to view → Assign → Yes Property Click → Modeling → General → property → Property Whole structure → Define → Property → Rectangle YD .23m ZD .23m → Add → Close → Assign to view → Assign → Yes Click → Modeling → General → Property → Property Whole Structure → Thickness → Surface Thickness 120 mm → Add → Close → Assign To View →Assign → Yes Support Click → Modeling → General → Support → Support Whole structure → Create → fixed → Add → Select the support 2 → Select the node point from framed structure → Assign to selected nodes → Assign → Yes Loads Click → Modeling → General → Load → Click Load Case Details → Add → Add New Load Cases → Add – Load Case 1 → Add- Load Case 2 → Click Load Case
  • 55.
    Prepared by Er.R.udhayasankarME 54 1 Add Self-Weight → Add → Close → Click Load Case 2 → Surface Loads → Surface Of All Pressure -2kn/M2 GY →Add → Close Select load→ w1 -2 kN/m2 →Select →Assign To View → Assign→ Yes ANALYSIS Click → Modeling → Analysis→ Print all → Add → close Analysis → Run analysis→ Save → Output Result Click the beam see the result on beam DESIGN OF SHEAR WALL CLICK → Modeling → Design → Shear Wall → Select → Surface → Current Code Is 456 Click → Select → Parameter Change → Left Side to Right Side Click → Define Parameter → Enter Value Click → Shear Wall → Click → Commands → Add → Assign → Close Analysis → Run Analysis → save Result → Output Create → the shear wall panel. → Select→ shear wall → draw→ click→ wall
  • 56.
    Prepared by Er.R.udhayasankarME 55 CLICK → Modeling → Design → Shear Wall → Select → Surface → Current Code Is 456 Click → Select → Parameter Change → Left Side to Right Side Click → Define Parameter → Enter Value Click → Shear Wall → Click → Commands → Add → Assign → Close Analysis → Run Analysis → save Result → Output
  • 57.
  • 58.
    Prepared by Er.R.udhayasankarME 57 DESIGN OF SLAB DECKS USING STAAD Pro Step 1 Open the staad pro New → New file → Space Create file name = Name Location = E Length unit = meter Force unit = kilo newton → Next Step 2 Where do you want to go? Add beam → Finish Step 3 Click → geometry → Snap node beam left right m x 0 4 4 y 0 10 1 Create The Structure → Draw → Close → Click → Centre Of Beam → Left → Click → Mouse →Insert Node → Add Mid-Point →Mid-Point → Ok
  • 59.
    Prepared by Er.R.udhayasankarME 58 Select → All Members → Click→ Geometry → Translation Repeat Global direction z No of step 3 Default step spacing 25 m Click → link steps → click → open base → ok → see → whole structure Create a Plate Click → Generate The Mesh → Select →The Plate → Left → Click → Generate Mesh → Quaid →Ok →Div. 16 75 16 75→ Apply Step 4
  • 60.
    Prepared by Er.R.udhayasankarME 59 ➢ Material ➢ Property ➢ Support ➢ Load ➢ Analysis Material Click→ Modeling → General→ Material → Material Whole structure → click Concrete →Assign to view → Assign → Yes Property Click → Modeling → General → property → Property Whole structure → Define → Property → Circular 1 m → Rectangle YD .5m ZD .5m → plate thickness .3m → Add → Close → Assign to view → Assign → Yes Support Click → Modeling → General → Support → Support Whole structure → Create → pinned → Add → Select the support 2 → Select the node point from framed structure → Assign to selected nodes → Assign → Yes Click → Modeling → General → Load → Click load case details → Add → Add new load cases → Add – Load case 1 → Click Load case 1 Add self-weight → Add → close ANALYSIS Click → Modeling → Analysis→ Print all → Add → close Analysis → Run analysis→ save → Output Result
  • 61.
    Prepared by Er.R.udhayasankarME 60 Step 5 Post processing Click → Post processing → Result setup → Select load case → Ok New screen will be displayed →Click → Result → Animation →Deflection → Ok → F12 to see full screen of deflection Click→ Result→ Bending moment →Scroll the mouse → to see the whole structure bending moment diagram → Value to be noted Click→ Result→ Section displacement → Scroll the mouse → to see the whole structure section displacement diagram →Value to be noted Click → Result → Beam stress → Click→ Beam stresses → to click any one beam → Open 3d beam stress coutour displayed → Distance to be provided the beam → Add to stress table → Values to be noted
  • 62.
    Prepared by Er.R.udhayasankarME 61 Step 6 Select → Bridge Deck →Select → The Plate → Click →Deck Create → Deck → Name Bridge → Ok Click → Deck → Define Roadway →Roadways →Select →New Define → Roadways → Custom Roadway
  • 63.
    Prepared by Er.R.udhayasankarME 62 1 Select →Add Left →Lane →Origen X 2m → Orientation 90 Length 75 m Origen Z O m Width 4 m → Apply 2 Select →Add→ Left Lane →Orgine X 2m → Orientation 90 Length 75 m Origen Z O m Width 4 M →Apply 3 Select →Add →Left Lane →Origen X 2m → Orientation 90 Length 75 m
  • 64.
    Prepared by Er.R.udhayasankarME 63 Orgine Z Om Width 4 M → Apply 4 Select →Add Left Lane→ Origen X 2m→ Orientation 90 Length 75m Orgine Z Om Width 4 M →Apply →Close → Close Select →Loading→ Click →Surface Influence →Result Noted Click →Loading →Run Load→ Generator Load →Generator Parameter →General ➢ General ➢ Decks ➢ IRC Loading ➢ Node Displacement
  • 65.
    Prepared by Er.R.udhayasankarME 64 ➢ Apply Ok ➢ See The The Result ➢ Click →The Mouse→ Left Side → Labels →Decks →Results →Click→ Load →Click →Vehicle → Apply→ Ok
  • 66.
    Prepared by Er.R.udhayasankarME 65 DESIGN OF RAM CONNECTION USING STAAD Pro Step 1 Open the staad pro New → New file → Space Create file name = Name Location = E Length unit = meter Force unit = kilo newton → Next Step 2 Where do you want to go? Add beam → Finish Step 3 Click → geometry → Nodes Node x y z 1 m m m Step 4 ➢ Material ➢ Property ➢ Support ➢ Load ➢ Analysis
  • 67.
    Prepared by Er.R.udhayasankarME 66 Material Click→ Modeling → General→ Material → Material Whole structure → click Concrete →Assign to view → Assign → Yes Property Click → Modeling → General → property → Property Whole structure → Define → Property → Rectangle YD .23m ZD .23m → Add → Close → Assign to view → Assign → Yes Click → Modeling → General → Property → Property Whole Structure → Thickness → Plate Thickness 120 mm → Add → Close → Assign To View → Assign → Yes Support Click → Modeling → General → Support → Support Whole structure → Create → fixed → Add → Select the support 2 → Select the node point from framed structure → Assign to selected nodes → Assign → Yes Loads Click → Modeling → General → Load → Click load case details → Add → Add new load cases → Add – Load case 1 → Add- Load case 2 → Click Load case 1 Add self-weight → Add → Close → Click Load case 2 → plate load → pressure on full plate -2kN/m2 GY → Add → Close Select load→ PR -2 kN/m2 →Select →Assign To View → Assign→ Yes q
  • 68.
    Prepared by Er.R.udhayasankarME 67 ANALYSIS Click → Modeling → Analysis→ Print all → Add → close Analysis → Run analysis→ Save → Output Result Step 4 ➢ Design load envelops ➢ Ram connection setting ➢ Smart connection ➢ Connection assignment Click →Design →Load Envelops→ Select→ Load →Ok Click → Ram Connection →Setting →Design Code → AISC 360-05 (LRFD) → Ok Select→ The Structure Beam Column Number Click →Smart Connection Clip Angle Bcf →Click →Clip Angle Beam Column Flange →Available→ Left Side To Right Side →Ok Connection Assignment Has Been Designed →Ok→ Close Click →Mouse →Select Joint→ Select The Joint
  • 69.
    Prepared by Er.R.udhayasankarME 68 Ram connection 3d view bolts
  • 70.
    Prepared by Er.R.udhayasankarME 69 Click result Click data
  • 71.
  • 72.
    Prepared by Er.R.udhayasankarME 71 DESIGN OF CABLE BRIDGE DECK USING STAAD Pro Step 1 Open the staad pro New → New file → Space Create file name = Name Location = E Length unit = meter Force unit = kilo newton → Next Step 2 Where do you want to go? Add beam → Finish Step 3 Click → geometry → SNOP NODE BEAM
  • 73.
    Prepared by Er.R.udhayasankarME 72 MATERIAL Click→ Modeling → General→ Material → Material →Whole Structure Create →Select→ Concrete →M60 TITLE→ M60 →Compressive Strength→ 60000→ Ok →Add Create→ Select →Steel Fe500→ TITLE →Fe 500 →Yied Strength →500000 → Ok →Add
  • 74.
    Prepared by Er.R.udhayasankarME 73 PROPERTY Click → Modeling → General → property → Property Whole structure → Define → Property → Add → Close → Assign to view → Assign → Yes Click → Modeling → General → property → Spec → Beam → Cable → unstressed length→ Add → Close → Assign to view → Assign → Yes
  • 75.
    Prepared by Er.R.udhayasankarME 74 SUPPORT Click → Modeling → General → Support → Support Whole structure → Create → fixed → Add → Select the support 2 → Select the node point from framed structure → Assign to selected nodes → Assign → Yes LOADS Click → Modeling → General → Load → Click Load Case Details → Add → Add New Load Cases → Add – Load Case 1 → Click Load Case 1 Add Self-Weight → Add → Close ANALYSIS Click → Modeling → Analysis→ Print all → Add → close Analysis → Run analysis→ Save → Output Result Click the beam see the result on beam
  • 76.
  • 77.