Week 1 Challenge

AIM: To run the analysis and design the rcc shear wall shown in ETABS model. PROCEURE: open the ETABS file. After the analysis click concrete frame design. Need to check there is any failure occurs. Click shear wall design tool. Select display info and choose PM failure. Click any wall and check the details. Here There…

ANS: The maximum Asc for the column 3A to be considered as per the Etabs design is. The height of the longitudinal reinforcement of the column from the base to tarrace. That is the height of 7027,6926,4800,4213,3525=7027mm2 is provided for the column. The reinforcement detailing for the column is shown in below. Total…

ANS:1 AIM: TO DESIGN THE BEAMS IN DETAIL FROM THE ETABS PROCEDURE: First we have to open the challange 7. After downloding the challange open it in the etabs as shown below. Next we have to check the load combination as shown below. Next we have to start the beam design by selecting the start design option, as shown below.…

  AIM: TO MODEL AND ANALYZE MULTIPLE BUILDINGS WITH DIFFERENT FLOOR LEVELS AND DESIGN PARAMETERS USING ETABS SOFTWARE AND COMPARE THE RESULTS TO UNDERSTAND THEIR OVERALL SEISMIC BEHAVIOUR. 1. BUILDING "A" (G+2) Open ETABS and Set up the Model Open ETABS from the desktop shortcut or by searching for it from the start menu.…

AIM: Check the building response for seismic force in both X and Y direction by analysis and model the 25 building storey building with specified story inn ETABS. PROCEDURE: Open the ETABS software. Then click on the new model option which is at left side of the sreen. Then select the use built in setting with set the…

ANS:1 As the structure is more restrained it will be more shrinking expanding and cracking. There will be more floor shrinkage and expanding in structure a whereas there will be minimum cracks in structure B and C. The shear walls in the structure also decide whether the floor vibration is more or less in the structure…

ANS:1 INVESTIGATION OF THE FRAMING PLAN WITH RESPECT TO SYMMETRY IN X-DIRECTION: IF WE SPLIT THE PLAN VERTICALLY HALF IT WILL LOOK MIRRORED SO WE CONCLUDE THE GIVEN PLAN IS SYMMETRIC IN X-DIRECTION. INVESTIGATION OF THE FRAMING PLAN WITH RESPECT TO SYMMETRY IN Y-DIRECTION: IF WE SPLIT THE PLAN HORIZONTALLY HALF IT WILL…

Question 1: A five storey structure with 5 translational DOF is shown here. Each storey has mass ‘m’. The eigenvalue problem has been solved and the 5 periods of vibration Tn and their corresponding mode shapes, φn has been derived.        

ANS:1 STATIC ANALYSIS: STATIC ANALYSIS CAN ONLY BE PERFORMED IF THE SYSTEM BEING SIMULATED DOES NOT DEPEND ON TIME AND IF THE LOADS BEING APPLIED ARE CONSTANT. STATIC ANALYSIS DON'T CONSIDER INERTIA. STATIC REFERS TO THE FORCE THAT HAS CONSTANT SIZE POSITION AND DIRECTION ON OR WITHIN A STRUCTURE. THERE IS NO NECESSITY…

ANS:1 A) OBSERVATION: CONCRETE CRUSHED AND REINFORCEMET IS EXPOSED  CONCRETE SPALLED BEYOND THE REINFORCEMENT WHICH MAY BE SIGN OF REPTURE THE TOP PORTION OF THE BEAM LOOKS LIKE SAFE BECAUSE OF THE FLANGE ADVANTAGE FROM THE SLAB THE CRACK DEVELOPS FROM THE BOTTOM TO TOP MEANS THE REBAR HAS REACHED ITS PLASTIC STATE…

ANS:1 Design a Warehouse Building located in Chennai using STAAD Pro Connect Edition. The specification must be as follows: WIDTH=30m LENGTH=50m EAVE HEIGHT=9m BAY SPACING=6m SOIL TYPE=MEDIUM SAFE BEARING CAPACITY=200KN/m^2 ROOF SLOPE=1 IN 12 Assume suitable sections for structural elements. Follow IS800:2007, IS1893 and…

AIM: TO DESIGN A MULTI STORY BUILDING WHICH IS LOACATED IN BANGLORE USING THE STAAD PRO. PROCEDURE: BUILDING FLOOR:G+6 PLAN DIMENSION:B=25M L=16M STORY HEIGHT=3.5M SOIL=HARD SOIL USE=RESIDENTIAL PURPOSE SAFE BARING CAPACITY=180KN/SQ.M MAXIMUM SLAB THICKNESS=150MM MATERIAL SPECIFICATION: ASSUME THE SIZE OF BEAM IS:0.25*0.5M…

ANS:1 A)STATE THE PRIMARY LOAD CASES TOOBE CONSIDER FOR DESIGN. THE PRIMARY LOAD CASES ARE DEAD LOAD LIVE LOAD WIND LOAD SEISMIC LOAD B) WHAT IS ONE WAY SLAB? THE RATIO OF LONGER SPAN TO SHORTER SPAN IS GREATER THAN 2 IS CALLED ONE WAY SLAB Ly/Lx>2 WHERE Ly=LONGER SPAN Lx=SHORTER SPAN C)WHAT IS THE VALUE OF UNIT WEIGHT…

ANS (1) A)HOW WILL YOU ASSIGN TO CIRCULAR SECTION TO COLUMN? OPEN THE STAAD PRO SOFTARE. THEN CLICK NEW THEN THE MOEL INFORMATION TAB IS OPEN. THEN CICK A CREATE. THEN CREATE A NODE IN THE GEOMETRY TAB. GIVE THE 1ST COORINATE AS (0,0,0) AND 2ND COORINATE AS (0,3,0) THEN CLICK ON THE ADD BEAM AND DRAW THE ONE NODE TO THE…

ANS 1(A) OPEN THE STAAD PRO SOFTWARE AND LOCATE THE SHARE OPTION AVAILABLE ON THE INTRODUCTION SCREEN. AFTER THE CLICKING ON THE SHARE BUTTON SELECT SEND MAIL OPTION. THEN BROWSE FOR THE .STD FILE ON YOUR MACHINE &SEND. 1(B) DIFFERENT MATERIAL THAT CAN BE DESIGNED USING THE STADD.PRO ARE AS BELOW. CONCRETE STEEL ALUMINIUM.…

AIM: TO EXPORT THE REVIT ARCHITECTURAL AND STRUCTURAL MODEL TO NAVISWORKS CACHE FILE.. PROCEDURE: OPEN THE REVIT SOFTWARE. OPEN THE ARCHITECTURAL AND STRUCTURAL PROJECT. THEN CLICK THE FILE MANU.SELECT EXPORT OPTION. THEN SELECT THE NWC. NOW THE EXPORT SCANCE AS DIALOUDE BOX IS OPENED THEN SELECT SAVE AS TYPE AS NWC. TYPE…

AIM: TO CREATE A SET OF SINUSOIDAL POINT AND CREATE A CURVE AND CREATE A SUREFACE OUT OF THE CURVE. PROCEDURE: OPEN THE NEW PROJECT WITH ARCHITECTURAL TEMPLETE. SELECT DYNAMO UNDER MANAGE TAB. ONCE THE DYNAMO WINDOW OPENS SELECT NEW. FIRST CREATE ASET A POINT IN THE X-AXIS. FOR THAT INTRODUCE THREE INTEGER SLIDER. THEN…

ANS 1: SELECT THE TYPE OF STRUCTURE YOU WANT TO BUILD FROM ONE OF THE THREE BELOW. 1) MULTI-UNIT RESEDENTIAL BUILDING 2) OFFICE BUILDING 3) SCHOOL BUILDING I  HAVE SELECT OFFICE BUILDING. ANS 2: MY PROJECT IS IN PLAIN AREA .IT IS IN COMMERCIAL AREA. ROAD WIDTH INFRONT OF MY STRUCTURE IS 70FT. AN EXIT MUST BE PROVIDE…

AIM: TO MODEL A CELLING FROM THE ARCHITECTURAL TAB ABOVE THE WALL AT THE FIRST FLOOR LEVEL. PROCEDURE: OPEN THE REVIT SOFTWARE. OPEN THE NEW PROJECT. OPEN THE FIRST FLOOR LEVEL. THEN SELECT THE CELLING UNDER THE ARCHITECTURE TAB. THEN CREATE A CELLING. GROUND FLOOR CELLING FIRST FLOOR CELLING   RESULT: AIM: TO MODEL…

AIM: TO CREATE A 3D VIEW OF RESIDENTIAL BUILDING WITH RENDERING VIEW. PROCEDURE: HERE ALL UNITS ARE IN ENGINEERING. SELECT THE CONSTRUCTION LINE IN HORIZONTAL AND VERTICAL DIRECTION. GROUND FLOOR: TAKE OFFSET OF 9" FOR THE OUTER WALL FROM THE VERTICAL LINE. TAKE OFFSET OF 9" FOR THE OUTER WALL FROM THE HORIZONTAL LINE.…

AIM: TO CREATE A 3D ISOMETRIC VIEW OF THE BUILDING WITH THE GIVEN  PLAN AND SECTION. PROCEDURE: THE WORKSPACE TO 3D MODELLING SET THE UNIT AS ENGINEERING. CREATE A RECTANGLE OF SIZE 10'9"*10"9".EXPLODE IT. THEN OFFSET THE LEFT AND TOP LINE DISTANCE AT 9" OFFSET THE BOTTOM LINE AT 3'5" AND 3'2" AND RIGHT SIDE LINE…

AIM: TO CREATE A 3D FURNITURE IN AUTOCAD. PROCEDURE: SWITCH THE WORK SPACE TO 3D MOELLING AND SET THE VIEW OF S-W ISOMETRIC. SET THE UNIT AS ENGINERRING. USE THE LINE TOOL SPECIFY THE FIRST POINT 0,0,0.AND THEN USE RELATIVE CORDINATE. ENTER THE POINT @0,0,2'6",@0,-3',0,@0,0,-2'6",@0,-2",0,@0,0,2'4",@0,2'8",0,@0,0,-2'4",@0,2",0.…

AIM: TO CREATE THE MULTIPLE VIEW PORT FOR A CREATE PLAN AND ELEVATION DRAWING. PROCEDURE: OPEN DRAWING OF PLAN AND ELEVATION DRAWING IN AUTOCAD WHICH IS IN THE MODEL. THEN CLICK THE LAYOUT OPTION. SELECT THE OPTION FROM THE TEMPLETE CLICK THE M-ARCH TEMPLETE. THEN CLICK THE OPEN AND ON ISO A1 LAYOUT OPTION CLICK ON OK.…

AIM: TO DRAFT THE KITCHEN LAYOUT BY USING AUTOCAD. PROCEDURE: CREATE THE CONSTRUCTION LINE IN HORIZONTAL AND VERTICAL DIRECTION. TAKE OFFSET OF 300MM FOR THE OUTER WALL FROM THE VERTICAL LINE. TAKE OFFSET OF 300MM FOR THE OUTER WALL FROM THE HORIZONTAL LINE. TO GET THE KITCHEN BELOW COUNTER PLAN TAKE OFFSET OF 1000,600,450,300,900,300,715MM…

AIM: TO DRAFT THE TEMPLETE CUSTOM_1 TITLE BOCK PROCEDURE: CREATE CONSTRUCTION LINE HORIZONTAL AND VERTICAL AND PLACE IT ANY WHERE ON THE SCREEN. TAKE OFFSET OF 2020MM FROM XL LINE IN X DIRECTION THEN OFFSET 1320MM FRO HE XL LINE IN Y DIRECTION. TAKE OFFSET OF 250,70,70,70,70,70,300,70,70,70,70,70,70 FROM THE XL LINE IN…

AIM: TO DRAFT PLAN, ELEVATION , SECTION BY USING A AUTOCAD PROCEDURE: HERE ALL UNITS ARE IN ENGINEERING. BY USING THE CONSTRUCTION LINE CREATE THE HORIZOTAL AND VERTICAL LINE. BUILDING DIMENSION IS 60'*20' EAST FACING. TAKE OFFSET FOR 9" FROM THE HORIZOTAL LINE AND THEN OFFSET FOR 9" FROM THE VERTICAL LINE. TAKE OFFSET…

AIM: TO SKETCH A G+1 RESEDENTIAL PLAN ACCORDING TO THE VASTU SASTRA AND LIST DOWN THE STRUCTURAL DRAWING REQUIRED TO BE PROVIDE TO THE SITE FOR THE CONSTRUCTION ALSO ASSUME THE SIZE OF STRUCTURAL ELEMENT AND CALCULATE THE INDIVIDUAL LOAD FROM THE MEMBER AS PER IS CODE PROCEDURE           …

AIM CALCULATE THE CONCRETE MIX DESIGN FOR M35 GRADE CONCRETE WITH FLY ASH  CALCULATE THE CONCRETE MIX DESIGN FOR M50 GRADE CONCRETE WITHOUT FLY ASH PROCEDURE: 1)STIMULATION FOR PROPORTIONING A) GRADE DESTIGNATION:M35 B)TYPE OF CEMENT:OPC 43 GRADE IS 8112-1989 C)MINIMUM NOMINAL SIZE OF AGGREGATE :20MM D)MINIMUM CEMENT…