AIM :- To calculate the concrete mix design for M35 grade of concrete with fly ash To calculate the concrete mix design for M50 grade of concrete without fly ash INTRODUCTION :- Concrete is a complex material and has the right mix of constituent of concrete, which not done properly and will have adverse effect on the properties…

Aim :- to sketch a G+1 residential floor plan according to Vaastu shastra. Load calculation of the plan considering (beam, column and slab)     Introduction : - Vaastu shastra :- Vaastu shastra is the ancient Indian science of architecture and act as a guidelines to design your home in a way that enhance positive…

Q.1 AIM: TO CREATE THE CELLING ABOVE THE WALL AT FIRST FLOOR LEVEL   Steps: Initially open the week 3 assignment from revit software Then first create the veranda in the ground floor as well as first floor level so that roof is created for entire structure For this go to plan view Then using the floor option created…

Q.1 SELECT THE TYPE OF STRUCTURE YOU WANT TO BUILT FROM ONE OF THE THREE BELOW MULTI – UNIT RESIDENTIAL APARTMENT OFFICE BUILDING SCHOOL ANS: I SELECTED MULTI-UNIT RESIDENTIAL APARTMENT   Q.2 ASSUME REASONABLE ASSUMPTION FOR GEOGRAPHIC AND LOCATION DETAILS FOR YOUR PROJECT MODELING. BASE ASSUMPTION AND TYPE…

Q.1 USING DYNAMO CREATE A SET OF SINUSOIDAL POINT AND CREATE A CURVE AND CREATE A SURFACE OUT OF THE CURVE ANS: First open a architectural template in Revit. Open a dynamo from manage tab and click on new Put integer slider for start end points using search bar Then put code block and put vale in it Then put math.sin for…

Q.1 USE THE ARCHITECTURAL/STRUCTURAL PROJECT FILES DEVELOPED BY YOU IN WEEK 6 TO 8 EXPORT THE REVIT ARCHITECTURAL AND STRUCTURAL MODEL TO NAVISWORK CACHE FILE FOLLOWING THE EXPORT SETTING DISCUSSED IN CLASS ANS First open the architectural and structural file in Revit from the week 6 project Then go to the file tab and…

Q.1) WHAT IS THE MODE OF FAILURE OR DAMAGE OF THE BEAM IN THE FIGURE ABOVE? ARE THE DAMAGES REPAIRABLE? ELABORATE   1a) Observations: Concrete crushed and the reinforcement is exposed. Concrete spelled   beyond the reinforcement   which may be a sign of rupture. Beam top portion looks safe because…

Q.1 DIFFERENTIATE STATIC ANALYSIS AND DYNAMIC ANALYSIS WITH PROPER REPRESENTING PICTURE ANS: STATIC ANALYSIS:   A static structural analysis is the calculation of the effect of steady loading condition on a structure while ignoring inertia and damping effects such as those caused by time varying loads A static analysis…

Q.1 COMMENT ON THE LAYOUT OF THE FRAMING PLAN CONCERNING EARTHQUAKE RESISTANCE IN THE TWO HORIZONTAL DIRECTION X OR Y (DOT ARE COLUMN LINES DEPICT BEAM) LOOK INTO ASPECTS OF SYMMETRY REDUNDANCY AND BI-DIRECTIONAL STIFFNESS AND DUCTILITY.   ANS: Investigation of the framing plan with respect to symmetry: if we split…

Q.1 ANS: Naming the figure fig A, fig B and fig C getting the conclusion with the help of table                 fig A                                               fig…

AIM: MODEL A 25 STOREY BUILDING ON ETABS WITH STRUCTURAL PROPERTIES AS SPECIFIED BELOW. GROUND FLOOR OR PLINTH FLOOR LEVEL CAN BE TAKEN AT A HEIGHT OF 1.5 METERS FROM THE BASE EACH OF THE SUCCESSIVE 25 STOREY HAS A STOREY HEIGHT OF 3 METERS   GIVEN: STRUCTURAL ELEMENT SIZES BEAMS: 300 X 400 MM COLUMN: 800 X 800 MM…

PROJECT 1:  FACTORS INFLUENCING THE DYNAMIC CHARACTERISTICS OF A BUILDING.   AIM: FACTORS INFLUENCING THE DYNAMIC CHARACTERISTICS OF A BUILDING FACTORS INFLUENCING THE NATURAL PERIOD OF A BUILDING FACTORS INFLUENCING THE MODE SHAPE OF OSCILLATIONS DATA WE GET FROM THE REFRENCE OF 6TH CHALLENGE: Beam – 300x400mm…

AIM: DETAIL DESIGN OF BEAMS IN ETABS 2023 THE ETABS FILE FOR A G+4 BUILDING IS PROVIDED. RUN THE ANALYSIS AND DESIGN THE RCC MOMENT RESISTING FRAME. THE FOLLOWING CHALLENGE DEALS SPECIFICALLY WITH TWO CONTINUOUS BEAMS IN THE 1ST FLOOR. 3 SPAN CONTINUOUS BEAM ALONG GRID A 7 SPAN CONTINUOUS BEAM ALONG GRID 3 ADDRESS THE…

AIM: THE ETABS FILE FOR A G+4 BUILDING IS PROVIDED. RUN THE ANALYSIS AND DESIGN THE RCC MOMENT RESISTING FRAME. THE FOLLOWING CHALLENGE DEALS SPECIFICALLY WITH TWO COLUMNS AT FOLLOWING GRID INTERDECTION 3A 3B PROVIDED DETAILS OF LONGITUDINAL REINFORCEMENT FOR THE TWO COLUMNS, FROM FOUNDATION TO TERRACE LEVEL. SKETCH THE…

AIM: THE ETABS FILE FOR A G + 6 BUILDING IS PROVIDED. RUN THE ANALYSIS AND DESIGN THE RCC SHEAR WALLS (SHOW IN THE ETABS MODEL). THE FOLLOWING CHALLENGE DEALS SPECIFICALLY WITH THE SHEAR WALL OF SIZE 300 X 1500 AT GRID A-11 IN THE STRUCTURAL MODEL EXTRACT VALUES OF LONGITUDINAL STEEL RATIO, BOUNDARY ELEMENT LENGTH AND…

AIM: THE ARCHITECTURAL DRAWINGS FOR A G+7 RESIDENTIAL BUILDING IN ZONE 5 HAS BEEN PROVIDED. THE FLOOR PLAN IS THE SAME FOR ALL 7 FLOOR LEVELS. POSSIBLE COLUMN POSITIONS HAVE ALSO BEEN PROVIDED. CONCEPTUALIZE A FRAMING PLAN LAYOUT AND THENMODEL THE BUILDING IN ETABS. THE FOLLOWING ARCHITECTURAL DRAWINGS HAVE BEEN PROVIDED:…

AIM: DESIGN A SQUARE FOOTING FOR A COLUMN SIZE 400X400. THE COMPRESSION AXIAL LOAD FOR THE LOAD COMBINATION OF (1.5DL + 1.5 LL) IS 2000KN. THE SAFE SOIL BEARING CAPACITY IS 150 KN/M2 AT A DEPTH OF 2 METERS BELOW E.G.L. PARTICIPANTS ARE FREE TO GO FOR EITHER A TAPERED OR STEPPED FOOTING. BESIDES THE total AXIAL LOAD, ALSO…

AIM: MODEL THE ISOLATED FOOTING PROVIDED IN THE WEE 11 CHALLENGE ON SAFE. ANALYZE AND DESIGN IT TO VERIFY THE SIZE, DEPTH, AND STEEL PROVIDED AS PER CALCULATION. A COLUMN OF SIZE 600X600 CARRYING AN UNFACTORED GRAVITY LOAD (DL+LL) OF 1175 KN IS TO BE SUPPORTED ON THE PILE CAP, WHICH ULTIMATELY TRANSFERS LOAD TO THE PILES…

AIM: ANALYSIS AND DESIGN OF HOSTEL BUILDING AT GUWAHATI, ASSAM BY USING ETABS MODEL AND SAFE MODEL   ANS: GIVEN: Location – Guwahati, Assam Function – Hostel block in an academic institute The walls will be made of AAC blocks. Other loadings are to be calculated as per the architectural drawings.  The buildings rest on…