Projefct 1_Comparative study of different storey buildings for Seismic forces

1) truss A carries more load  because compression and tension are balanced   truss b is uneconomic in structure   2)    4)      

from the above information    check the slab and form the pile foundation to the structure select the slab, right click,design slab.   accord to result change the dimensions or provide reinforcement etc..   pile foundation  install them   checking  fainal structure looks like this  …

From the above information and given data, Form the structure and apply loads , fannaly design and  annalyze the saructure.     open the tekla software and open new file  and check the codes and materials             now go model and form the construction levels from the…

roports   to to report tab and click on model roports    darw the data  to right side with is required data for report and darw to left for not required data   after that click on show report   the result gendrate                go to draw option…

checking the column and beams select the member and click right click on mouse, select the option interactive design, and static  the new tab open and shows the results, if any fault is observed slove it.                                …

apply seismic load to the structure               keep moment frame system   shift the loads   add the combination loads               2) go to analysis and check on 1st order linear and add the loads cases      see the results…

open week 7  and apply the loads as per below         apply the floor finish load on slab     wall load on beams udl       live load      wind loads         calculation on face A,B,C,D     APPLY LOADS ON FACES AS PER CALCULATIONS…

from the above information   go manage property sets press new add memebers change the parameters according to information provided                       click on model, construction levels     grids      columns instalation in foundation…

    SF     2) IN RIBBON THERE IS A OPTION ANALYZE AND SELECT FIRST ORDER LINEAR    AND SELECT THE LOAD AND LOAD COMBINATION    AND RUN IT IF ANY ERRORS ARE THERE IT SHOWS MODIFY THEM AND RUN AGAIN FIRST ORDER ANALYSIS IF ITS SHOWS NO ERRORS ITS OK, IF ANY ERROR CORRECT IT AND RUN…

From the above Information  FIRST CHECK THE SETTINGS AND CODES, MATERIALS  NEXT CONSTRUCTION LEVELS FROM SECTION VIEW   FROM GRIDS FROM THE PLANS GIVEN TO US     CRETE THE MEMBERS REQUIRED  FOR FOUNDATION INSTALL CONCRETE COLUMNS     IN THE SAME WAY INSTALL STELL COLUMNS AND BEAMS…

FROM THE ABOVE INFORMATION    AS PER CODE IS875 PART-3                      2) apply above loads in software open the week4 file and go to loads and add the load cases  apply them accordinging faces and direction            …

from the above information apply the  loads to week 3 done   open the week 3 model  go loads  load cases ( add the  loads over there ) combine loads as well     after that at bottom left there is tool bar option none is avaible, replace it as dead or some other which is required  …

FROM THE ABOVE INFORMATION FROM WEEK 2 DEVELOP THE REMAING  IN THE SAME ADD THE BEAM TO FIRST FLOOR AND TOP FLOOR LEVEL    USE THE MAKE OF COPY OPTION FOR FAST WORK     FORM THE  FRAMES, THE OPTION IS AVAIBLE IN MODEL UDER THE LEVELS, CLICK ON IT AND SELECT THE GRIDS TO FROM THE CROSS SECTIONS…

FROM THE ABOVE INFORMATION    CHECK THE MATERIAL AND CODES BEFORE STARTING   CREATE CONSTRUCTION LEVEL   GO TO MODEL AND FORM GRIDS     GO TO HOME, MANAGE PROPERTY SETS CLICK ON IT CRETE A NEW COLUMN AND BEAMS REQUIRED DATA, AND EXIT THE DATA ACCORDING TO USE OF MATIRIALS AND GIVE NAME TO…

1)Project Workspace – How to access and usageOpen the Tekla software, open the new file work space is opened Scene Content – Demonstrate the use of scene contentat right side there is option Scene Contect click on it.its of diplay and filler the items   Create two scene viewsat right most bottom…

from the above information '                

Given data       No of ordinates and floors     Concrete M25     steel        column  beam     after placing columns and beams  slab type of footing     loads          seismic zones in india     …

from abive information         

As above images draw the structure elements like column, beam, slab, shear wall etc.. add the all the loads  run the analysis, run the design, check the shear, etc..                        

download the file from above and run the analysis and design part to. plan view    elevation part table     longitudinal Reinforcement pier reinforcing Ratios pier shear reinforcing pier edge zones widths  details of pier                     

From above information the elevation looks like this  run the analysis and run the design and keep the elevation 3   for grid 3A                                             for grid 3B   …

  right click at selected beam , the information box will open   we can check the details                 at grid A it is failed when we checked all members are passed here we found that the member is not passeed.  

Factors influencing the dynamic characteristics of a building Buildings oscillate during earthquake shaking. The oscillation causes inertia force to be induced in the building. The intensity and duration of oscillation, and the amount of inertia force induced in a building depend on features of buildings, called their…

1) open the new file  custamise the grids  and no of floors accordingly     arrage columns,beam,slab with given dimensions for that add materils  materils properties  from define tab and add required matirals in same define tab from section properties select the frams, slab required one …

1)                        a                                           b                       …

1)  Symmertry: It is observed that the distribution of mass,stiffness is across the plan has good symmetrical aspects. This tends to reduce the horizontal displacements in both of the two displacements in both of the two Orthogonal Horizontal Directions. It also has a very good uniformity also.   Redundancy: There are…

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1 a) by above images failure at joint, cloumn and beam the mistake may be the bottom reinforcemet of beam not properly inserted to column, so failed to transfer load from beam to column and caused the effect this. if it is caused in single stored building , alternate method can be done. b)By image we can say, proper vibration…

AIM : TO ANSWER THE ABOVE QUOSTIONS  1)Heating, ventilation, and air conditioning (HVAC) system is designed to achieve the environmental requirements of the comfort of occupants and a process. HVAC systems are more used in different types of buildings such as industrial, commercial, residential and institutional buildings…

1) open the previous file arch tempalate and and save it  go to file option there is export option and click that we can observe NWS and click and before the saving check the settings  save the file, the progress start and the file is saved, and go to saved file open the file the file open in the navisworks manage …

1) open the new template and save it  go to manage and click dynamo    we can see a new dynamo tab is opened  waht the work done in dynamo result in tempale we opened  open the new file  remaining which is at right side, use full for to know about dynamo how it used and how it is use full  left side search thr required…

1)       a. Using 3D model create a section box                                         -BX                                   b. To create similar doors and windows in a floor plan layout          -CS            c. To reduce the thickness of lines visible in plan views                  -TL            d. To apply override…

Aim : TO DRAW ANY ONE ACCORDING TO ABOVE INFORMATION  I HAVE SELECTED SCHOOL  OPEN THE FILES ARTC,STRURUCTURE TEMPLATES  OPEN THE STRUCTYRES TEMPLATE AND DESIGN THE STRUCTURES AND TO THE PLAN FIRST FORMS THE GIRDS IN BOTH AND SYNCHRINOZE WITH CENTRAL  PLACE COORDINATES AND MATCH BOTH IN ARTC TEMPLATE…

AIM : TO FOLLOW THE FORMAT AND COMPLETE THE TASK  PROCEDURE 1) OPEN THE NEW ARCHITECTURAL TEMPLATE AND START IT AND SAVE THE FILE 2) DRAW THE GRID HORIZONTALLY AND VERTICALLY 3)RENAME THE GRIDS  4) CLICK ON MANAGE TAB AND SELECT COORDINATES AND SELECT SPECIFY COORDINATES AND KEEP BOTH AS 0'     2)REPEAT…

AIM : ANSWER  THE ABOVE QUOSTIONS 1)BUILDING CODE BUILDING CODE IS A SET OF RULES THAT SPECIFY THE STANDARDS FOR CONSTRUCTED OBJECTS SUCH AS BUILDINGS AND NONBUILDING STRUCTURES CODES EXPRESS ALL ASPECTS OF CONSTRUCTION INCLUDING STRUCTURAL INTEGRITY FIRE RESISTANCE.SAFE EXISTS,LIGHTING.ELECTRICAL ENERGY CONSERVATION,PLUMBING…

AIM : DEVELOP THE STRUCTURE BY PREVIOUS WEEKS DONE ACCORDING THE ABOVE INFORMATION  PROCEDURE  1)CLICK ON ARCHITECTURE SELECT THE CEILING AND AND CLICK ON AREA AT REQUIRED AREA      2) SELECT THE ROOF AND SELECT ROOF BT FOOTPRINT AND SELECT THE OPTION BY PICK AND SELECT THE BOUNDARIES OF ALL ENDEDING…

AIM : TO SHOW THE STRUCTURES AS SAID ABOVE FOLLWING PROCEDURE  CLICK ON ARCHITECTURE AND SELECT WALL AND DRAW THE MAIN WALLS AND INTER WALL ALSO BY TAKING MEASERMENTS AND GIVE COLOUR BY TYPE CLICK ON ARCHITECTURE AND SELECT FLOOR AND SELCT ALL BOUNDARES OF WALLS OR DRAW AROUND THE EXTIRER  WALLS  SIDE ELEVATION …

AIM : Complete the challenge by rivit soft ware 1)Building Information Modeling (BIM) is becoming more and more critical in modern-day construction  There are five significant benefits of BIM in the design and construction process: Cost and resource savings. Greater efficiency and shorter…

open the revit soft ware  there is option new model file prees it      we can observe template file     save the file using save option in tool bar file option and exit tlso avaible now click on architecrure and select wall and draw horzontaly 40' and vertical 35' repeat it and form a rectangle …

AIM : TO SHOW THE FIGURES IN LAYOUT  PROCEDURE  GO TO PREVIOUS CHALLENGES AND COPY THE  ABOVE IMAGES AND PLACE THEM IN NEW SHEET  NOW GO TO LAYOUT  AT TOP SELECT NEW AND SELECT FROM TEMPLATE , SELECT TUTORIAL MARCH , OK DELECT THE PAGE  USE MV COMMAND AND SET UP NUMBER OF RECTANGLES …

AIM : Create a 3 dimensional model of the residential building with a rendered view   PROCEDURE  APPLY UNITS (MM) & LIMITS &  Z,A. CREATE A 2D PLAN AND ELEVATION OF THE BUILDING COMMADS UDESD FOR 2D DRAWING ( L,REC,O,TR,J,...) NOW CHANGE WORKING SPACE TO 3D MOULDING  IT LOOKS IN 3 DIMENSIONS…

AIM : TO DRAW THE ABOVE IMAGES IN AUTO CAD SOFTWARE IN 3D ISOMETRIC VIEW PROCEDURE : GO TO WORK SPACE AND KEEP 3D MODELING (AT BOTTOM SETTING SYMBOL) WE CAN OBSERVE X,Y,Z AXIS  APPLY UNITS  WE HAVE GIVE THREE DIMESIONS TO DRAW THE FIG     RESULT :ABOVE FIGURES ARE DRAWN IN AUTO CAD SOFTWARE IN 3D MODELING …

AIM : TO DRAW THE ABOVE IMAGES IN AUTO CAD SOFTWARE IN 3D PROCEDURE : GO TO WORK SPACE AND KEEP 3D MODELING (AT BOTTOM SETTING SYMBOL) WE CAN OBSERVE X,Y,Z AXIS  APPLY UNITS  WE HAVE GIVE THREE DIMESIONS TO DRAW ANT FIG LIKE ( L ENTER (0,0,0) SO LINE STRAT FROM ORIGIN IF WE WANT TO MOVE IN X AXIS 3' (3,0,0,)…

AIM : TO DRAWING AND FIGURES OF  THE ABOVE IMAGES IN AUTO CAD SOFTWARE BY CONSIDERING C7 PROCUDURE PROCEDURE  COMMANDS USED  X LINE  LINE OFFSET FILLET  TRIM COPY TEXT DIMENSIONS BLOCK RECTANGLE ETC..   APPLY THE UNITS  IN MM  ZOOM ALL   BY USING THE ABOVE COMMANDS THESE CAN…

AIM : TO DRAWING AND FIGURES OF  THE ABOVE IMAGES IN AUTO CAD SOFTWARE PROCUDURE PROCEDURE  COMMANDS USED  X LINE  LINE OFFSET FILLET  TRIM COPY TEXT DIMENSIONS BLOCK RECTANGLE ETC..   APPLY THE UNITS  IN MM  ZOOM ALL   BY USING THE ABOVE COMMANDS THESE CAN BE DRAWN    …

AIM : To Design and Draft a layout of a residential building with the following details: Plot Size: 60’x20’(18.3m x6m)  Orientation- Facing East  Develop the following: 1. Architectural Drawing (Floor Plan, Elevations, and Sections) 2. Structural Drawing (Column, Bean, Footing Plan)   COMMANDS…

AIM : TO DRAW TO ABOVE DRAWINGS IN AUTO CAD (PLAN AND SECTION ) PROCEDURE  COMMANDS USED  X LINE  LINE OFFSET FILLET  TRIM COPY TEXT DIMENSIONS   APPLY THE UNITS  IN MM  ZOOM ALL   BY USING X LINE FORM VERTICAL AND HORIZONTAL LINE  BY OFFSET FORM THE LINES ACCORDINGS TO DIMENSITIONS …

AIM : TO DRAW THE ABOVE IMAGES  IN AUTO CAD       RESULT ABOVE DRAWINDS ARE DRAWN IN AUTO CAD SOFT WARE

AIM : TO DRAW THE ABOVE PICTURES IN AUTO CAD ACCORDING TO DIMENSIONS   PROCEDURE: COMMANDS USED TALBLE TEXT CO LINE EXCEL FORM   RESULT : THESE ARE THE IMAGES AND TABLES DRAWN IN AUTO CAD    

AIM : TO DRAW THE ABOVE GIVEN DRAWING IN AUTOCAD ACCORDING TO DIMENSIONS   PROCEDURE COMMANDS USED  L ARC CO MI M SCALE TRIM F EXPLODE JOIN TEXT JOIN DIM SANITARY AND SINK BLOCKS  

AIM : TO DRAW THE GIVEN DRAWINGS IN AUTO CAD   PROCEDURE COMMANDS USED : UNITS LINE RECTANGLE CIRCLE ANGLE  FILLET DIMENSIONS COPY MOVE ORTOMODE   RESULT: THESE ARE THE DRAWINGS DRAWN IN AUTOCAD ACCORDING TO MEASUREMENTS.

Aim : To draw the above drawings in auto cad              result :these are drawins drawn in auto cad

AIM TO DRAW THE ABOVE STRUCTURES IN AUTO CAD    1 pic  Command: LLINESpecify first point: 2,1Specify next point or [Undo]: <Ortho on> 6Specify next point or [eXit/Undo]: 1Specify next point or [Close/eXit/Undo]: 5Specify next point or [Close/eXit/Undo]: 4Specify next point or [Close/eXit/Undo]: 5Specify…

AIM : TO DETERMINE THE RATIO OF CONCRETE MIX DESIGN FOR  M35 GRADE CONCRETE WITH FLY ASH  Introduction : Here we are using fly ash as 30% replace of cement and knowing the mix proportion for M35 grade of concrete.    STIPULATIONS FOR PROPORTIONING OF M35 GRADE CONCRETE WITH FLY ASH This section…