Project 2_Analyze and Design the RC office building as per IS standard code in TEKLA STRUCTURAL DESIGNER

AIM:- To develop general arrangement for the RC office building. Also, to analyze and design the building as per IS standard code in TEKLA STRUCTURAL DESIGNER from the attachment. Also, to generate report of each member and extract drawings for structural plans, beam reinforcement details from the software.

INTRODUCTION:- Tekla Structural Designer is used for modelling, analyzing and designing of RC structure. Modelling is done based on selecting each member in the model tab and properties are assigned. Loading (ie, dead,live, wind and seismic) of each member is done and validated. 1st order linear analysis is done for the model and bending moment, axial force, shear force and deflection diagram is obtained in result view. Interactive Design for each member is done to check if the design criteria satisfy.

Report generation is done to get the details of each members which includes drawing, design calculation and summary, loading, etc.

PROCEDURE:-

• Open TEKLA STRUCTURAL DESIGNER.
• Under HOME TAB, select SETTINGS. Set to Indian Standard code.
• Set Design code as shown below.

 

•  Set reinforcement settings for concrete beam.

• Set top longitudinal bar pattern details for continuous+ cantilever beam as shown below.

 

• Set top longitudinal bar pattern details for single and cantilever beam as shown below.

   

• Similarly, set bottom longitudinal bar pattern details for single and cantilever beam as shown below.

   

• Set link bars for shear design in beam.

• Set reinforcement layout for column

• Set reinforcement layout for slab on beam.

• Set reinforcement layout for pile cap under isolated foundation.

• Set size for pile cap under isolated foundation.

• Set general parameters for pile cap under isolated foundation.

• Set parameters for pile under isolated foundation.

• Set design forces to be ignored.

• Set modification factor as 1 for concrete in building analysis

• Set nominal cover for each element in structure defaults. Click ok.

MODELLING

 Construction Level and grid line

• Refer the plan and section drawings.
•  Select Construction level from Model tab.

• Select the grid line from Model tab.
• Add the grid line by picking the points on the scene view(ie, base level).  

• Select the reference line to add quick parallel line by specifying the distance.

 

•  Similarly, add parallel line as shown below.

• Add perpendicular grid line by specifying the reference line and point of intersection.

• Again, select the quick parallel grid line to create the rest of the grid line. Also, rename the gridline.

Modelling of concrete Column

• Go to Manage Property Sets, under Home tab.
• Select concrete column from members.
• Set 400mm x 400mm concrete column with M30 grade concrete.
• Set nominal cover as 40mm and releases as fixed.

• Select concrete column from Model tab.
• Select C1 from property window and set from base level to roof floor level.  
• Pick points to create concrete columns.

• Pick the points to provide concrete columns are required positions.

   

• Check in 3D view.

Modelling of concrete Beam

• Go to Manage Property Sets, under Home tab.
• Select concrete beam from members.
• Set 230mm x 500mm concrete beam with M30 grade concrete.
• Set nominal cover as 30mm and releases as fully fixed.

Ground floor

• Go to ground floor in the scene view.
• Select concrete beam from Model tab.
• Select B1 from property window and set to simply supported beam. 
• Pick points to create concrete beam.

 

• Similarly, create concrete beam till gridline 7.

• Copy the beam created to grid line B and A bt picking the reference node.

• Similarly, create and copy vertical beams.

• Since the span size of the primary beams are large, ie, 8.5m and 7.5m.
• Select the quick parallel construction line by selecting the reference line, ie, gridline C and B respectively.

• Copy the beam B1 from gridline C to newly constructed line.

 

First floor

• Go to upper floor in the scene view.
• Select concrete beam from Model tab.
• Select B1 from property window and set to simply supported beam. 
• Pick points to create concrete beam.
• Create concrete beam for gridline C,B and A.
• Validate the model.

• Since the span size of the beam are large, ie, more than 7.5m and 8.5m. Provide secondary beams in between.
• Copy beam B1 as secondary beam at 4.25m from gridline C and 3.75m from gridline B.

Roof Floor

• Go to roof floor in the scene view.
• Select concrete beam from Model tab.
• Select B1 from property window and set to simply supported beam. 
• Pick points to create concrete beam.
• Create concrete beam for gridline C,B and A.

Modelling of Cantilever concrete Beam for roof floor

• Go to Manage Property Sets, under Home tab.
• Select concrete beam from members.
• Set 230mm x 500mm concrete beam with M30 grade concrete.
• Set nominal cover as 30mm and releases as fully fixed at one end and cantilever at other end.

 

• Go to roof floor in the scene view.
• Select concrete beam from Model tab.
• Select cantilever from property window. 
• Pick points to create cantilever beam as shown below.

•  Provide simply supported beam at the cantilever ends at 1.5m from gridline.
• Therefore, cantilever slabs are provided.

• Provide secondary beams,B1 as provided for upper floor.
• Validate the model. No error in model.

• Check in structural 3D view.

Modelling of concrete Slab

• Go to Manage Property Sets, under Home tab.
• Select general slab item from Slabs.

• Set 2 way slab type as slab on beams with M30 grade concrete and overall depth 150mm.
• Set cover as 25mm and provide 10mm diameter bars at 150mm c/c spacing .

    

• Go to upper floor in the scene view.
• Select slab on beam from Model tab.
• Select S1 from property window. 
• Create slab item by selecting bay.

• Similarly, go to roof floor in the scene view.
• Select slab on beam from Model tab.
• Select S1 from property window. 
• Create slab item by selecting bay.

 LOADING

 (i) Dead Load

• Data for dead load is calculated and inputed in MS EXCEL as shown below.
• Dead load of the slab is automatically designed by software and applyied to the beam.
• Given, floor finishes = 50mm and brick wall thickness= 230 mm (as per plan)
• Consider unit weight of brick =20kN/m3
• Floor finish load = finish thickness x unit weight of concrete

                                = 0.05m x 24 kN/m3 = 1.2 kN/m2

• Brickwall loading for ground floor= unit weight of brick x floor height from ground floor to first floor x brickwall thickness

                                                        = 20 kN/m3 x 3.7m x 0.230 m

                                                        = 17.02 kN/m

• Similary, Brickwall loading for first floor= 16.79 kN/m

Ground Floor

• Select the Dead loadcase from the loading tab.
• In the ground floor, select Full UDL from ribbon window to apply the brickwall load of 17.02kN/m.

   

• Select the line load from panel loads
• Pick the reference point from the grid line and specify the start and end points of the brickwall load, ie, 17.02kN/m.

• Finally, dead load (ie, member load) is applied on the ground floor as shown below.

First Floor/ Upper floor

• Select the Dead loadcase from the loading tab.
• Select area load from ribbon window to provide floor finishes load on the slab.
• In property window, change load to 1.2 kN/m2 along global Z direction.
• Pick the area to create load area of 1.2 kN/m2.

 

• Apply brickwall load of 16.8 kN/m by selecting Full UDL and UDL from ribbon tab under member load.
• Apply prefabricated load of 1 kN/m by selecting Full UDL.

  

• Therefore, dead loads are applied on the first floor.

Roof floor

• Select the Dead loadcase from the loading tab.
• Select area load from ribbon window to provide floor finishes load on the slab.
• In property window, change load to 1.2 kN/m2 along global Z direction.
• Pick the area to create load area of 1.2 kN/m2.

• Apply parapet load on the roof floor.
• Assume height of parapet as 1.1m, density of brick= 20kN/m3, thickness o parapet wall= 150mm
• Therefore, parapet wall load = density of brick x Height of parapet x Thickness of parapet = 20kN/m3 x 1.1m x 0.15m = 3.3kN/m
• Parapet load is applied on the edges.

 (ii) Service Load

• Data for service load is inputed in MS EXCEL as shown below.
• Service load on the slab for eah floor is taken as 0.3 kN/m2
• Volume of the tank= 3m x3m x2m
• Therefore, Height of the tank = 2m
• Take density of water = 10kN/m3
• Therefore, weight of the water tank = 2m x 10kN/m3= 20 kN/m2

Ground Floor

• Select the service loadcase from the loading tab.
• Select area load from ribbon window to provide floor finishes load on the slab.
• In property window, change load to 0.3 kN/m2 along global Z direction.
• Pick the area to create load area of 0.3 kN/m2.

 

First Floor

• Select the service loadcase from the loading tab.
• Select area load from ribbon window to provide floor finishes load on the slab.
• In property window, change load to 0.3 kN/m2 along global Z direction.
• Pick the area to create load area of 0.3 kN/m2.

 

Roof Floor

• Select the service loadcase from the loading tab.
• Select area load from ribbon window to provide floor finishes load on the slab.
• In property window, change load to 20 kN/m2 along global Z direction for the water tank load.
• Pick the area to create load area of 20 kN/m2.

• Similarly, apply 0.3kN/m2 service load for the cantilever portion.

 (iii) Live Load

• Data for live load is inputed in MS EXCEL as shown below.
• Code refered for live load is IS 875, part 2,1987, table 1 for the office building.

Ground Floor

• Select the Imposed loadcase from the loading tab.
• Select area load from ribbon window to provide live load on the slab.
• In property window, change load to 4 kN/m2 along global Z direction to apply load for corridor.
• Pick the area to create load area of 4 kN/m2.

• Similarly, apply load to rest of the slab area based on the requirement as tabulated.

First Floor

• Select the Imposed loadcase from the loading tab.
• Select area load from ribbon window to provide live load on the slab.
• In property window, change load to 2 kN/m2 along global Z direction to apply load for toilet area.
• Pick the area to create load area of 2 kN/m2.

• Similarly, apply load to rest of the slab area based on the requirement as tabulated.

Roof Floor

• Select the Imposed loadcase from the loading tab.
• Select area load from ribbon window to provide live load on the slab.
• In property window, change load to 2 kN/m2 along global Z direction to apply load for toilet area.
• Pick the area to create load area of 2 kN/m2.

(iv) Wind Load

• Firstly, select frame ribbon from model tab.
• Pick the grid line to create frames to create wind panels. Therefore, frames are created as shown in project window.

 

• Select frame 1 from project window to create wall panel for the structure.
• Select wall panel from ribbon tab.
• Pick the corners positions of the frames to create wind wall as shown below.

 

• Similarly, create wall panels for frames 7, A and C.
• Also, create roof panel for structure
• Check in 3D scene view.

• For win load calculation, consider IS 875-3 (2015) for design report.
• Given, basic wind speed as 50m/s and terrain category as 2.
• Consider following data for calculation:-
  • Life of the structure= 50 years (Table 1, Cl. 5.3.1)
  • Class of structure = B (Cl. 5.3.2.2)
  • Total length of the building, l= 36 m
  • Total width of the building, w= 22 m
  • Total height of the building, h= 7.35 m
  • Therefore, l/w= 1.64 and h/w= 0.334.

Step 1

External pressure cofficient, Cpe

As per IS 875-3, Table 5

• Building height ratio= h/w< 1/2
• Also, Building plan ratio= 3/2< l/w< 4

Step 2

Find factors (k1, k2, k3, k4)

• From table 1 for wind speed of 50 m/s, k1= 1   
• From table 2 with terrain category 2 and class of the building B.
  • Building height= 7.35m 
  • For 10m tall building, k2 value is 0.98.
  • Therefore, 8.1 m tall building, k2= 0.98
• From Cl. 6.3.3, Topography Factor, k3= 1
• From Cl 6.3.4, Importance Factor, k4= 1 (for all other building)

Step 3

To calculate Design Wind Speed (from Cl 6.3)

Vz= Vb x k1 x k2 x k3 xk4= 50x 1 x 0.98 x 1 x 1 , Vz= 49 m/s

Step 4

Design wind Pressure (from Cl 7.2)

Pz = 0.6 x Vz^2 =0.6 x 49^2 = 1440.6 N/m^2

Pz =1.441 kN/m^2

Step 5

Wind direction (upto roof level)

• To create wind load, select loadcase from load tab.
• Add loadcases Wind+Y+Cpi, Wind+Y-Cpi, Wind+X+Cpi and Wind+X-Cpi.

 

Wind+X+Cpi

• Select frame 1 from project window
• Also, select Wind+X+Cpi from the loading window.
• Select the area load, change load intensity to 0.73 kN/m2 and change direction to global X.
• Pick the area to create area load.

• Similary, select frame 7, select Wind+X+Cpi from the loading window.
• Select the area load, change load intensity to -0.65 kN/m2 and change direction to global X.

• Next to apply internal pressure, select frame C, select Wind+X+Cpi from the loading window.
• Select the area load, change load intensity to -1.2 kN/m2 and change direction to global Y.

• Similarly, select frame A, select Wind+X+Cpi from the loading window.
• Select the area load, change load intensity to -1.2 kN/m2 and change direction to Y.

• Check in structural 3D view.

   

Wind+X-Cpi

• Select frame 1 from project window
• Also, select Wind+X-Cpi from the loading window.
• Select the area load, change load intensity to 1.3 kN/m2 and change direction to global X.
• Pick the area to create area load.
• Similary, select frame 7, select Wind+X-Cpi from the loading window.
• Select the area load, change load intensity to -0.1 kN/m2 and change direction to global X.
• Next to apply internal pressure, select frame C, select Wind+X-Cpi from the loading window.
• Select the area load, change load intensity to -0.58 kN/m2 and change direction to global Y.
• Similarly, select frame A, select Wind+X-Cpi from the loading window.
• Select the area load, change load intensity to -0.58 kN/m2 and change direction to Y.

 

Y direction

For Y direction, use the 90 degree as wind direction

Wind+Y+Cpi

• Select frame 1 from project window
• Also, select Wind+Y+Cpi from the loading window.
• Select the area load, change load intensity to 0.73 kN/m2 and change direction to global X.
• Pick the area to create area load.
• Similary, select frame 7, select Wind+Y+Cpi from the loading window.
• Select the area load, change load intensity to -0.44 kN/m2 and change direction to global X.
• Next, select frame C, select Wind+Y+Cpi from the loading window.
• Select the area load, change load intensity to -1.2 kN/m2 and change direction to global Y.
• Similarly, select frame A, select Wind+Y+Cpi from the loading window.
• Select the area load, change load intensity to -1.01 kN/m2 and change direction to Y.

 

Wind+Y-Cpi

• Select frame 1 from project window
• Also, select Wind+Y-Cpi from the loading window.
• Select the area load, change load intensity to 1.3 kN/m2 and change direction to global X.
• Pick the area to create area load.
• Similary, select frame 7, select Wind+Y-Cpi from the loading window.
• Select the area load, change load intensity to 0.15 kN/m2 and change direction to global X.
• Next, select frame C, select Wind+Y-Cpi from the loading window.
• Select the area load, change load intensity to -0.58 kN/m2 and change direction to global Y.
• Similarly, select frame A, select Wind+Y-Cpi from the loading window.
• Select the area load, change load intensity to -0.44 kN/m2 and change direction to Y.

Step 6: Roof wind load calculation

 Roof angle= 0 degree and h/w=<1/2. Refer table 6 for Cpe value.

Wind+Y+Cpi

• Turn ON the roof panel in 3D scene view .
• Select area load in load ribbon tab and Wind+Y+Cpi from loading window.
• In property window, set direction to global Z and load intensity to -1.5kN/m2.
• Pick the roof panel to apply the load(ie, roof panel EF).
• Apply load on the adjacent roof panel,ie, apply a load of -0.9 kN/m2 on the adjacent roof panel along the Z direction.
• Turn off roof panel load to see the wind load on the roof. 

Wind+Y-Cpi

• Turn ON the roof panel in 3D scene view .
• Select area load in load ribbon tab and Wind+Y-Cpi from loading window.
• In property window, set direction to global Z and load intensity to -0.87kN/m2.
• Pick the roof panel EF to apply the load.
• Similarly, pick the roof panel GH to apply wind load -0.3kN/m2.

Wind+X+Cpi

• Turn ON the roof panel in 3D scene view .
• Select area load in load ribbon tab and Wind+X+Cpi from loading window.
• In property window, set direction to global Z and load intensity to -1.5kN/m2.
• Pick the roof panel EG to apply the load.
• Similarly, pick the roof panel FH to apply wind load -0.9kN/m2.
• Therefore, turn off the roof panel to see the wind load.

Wind+X-Cpi

• Turn ON the roof panel in 3D scene view .
• Select area load in load ribbon tab and Wind+X-Cpi from loading window.
• In property window, set direction to global Z and load intensity to -0.9kN/m2.
• Pick the roof panel EG to apply the load.
• Similarly, pick the roof panel FH to apply wind load -0.3kN/m2.

(v) Seismic Load

• Select Seismic Load (Seismic wizard) ribbon from Load tab.

• Select Code spectra for analysis procedure. Click Next.

• Structural Details under base information is automatically inputed. 
• Set the seismic zone to 2 and site class to 2 as shown below.
• Importance factor and percentage damping is obtained from Table 6 and 3 respectively of IS 1893-1 and zone factor from Table 2.

• No structural irregularity in the structure as mentioned in Table 4 and 5.

• Use approxmiate fundamental period. Set RC MRF building without any masonry infill in both direction.

• Set structure type to seismic force resisting system in both direction.

• Select all the loadcases and set factor for imposed load to 25% for refered from table 8

• Set allowable storey drift factor as 0.004. Click finish.

• Delete all previously generated combinations.
• Select the combinations to be generated. Then click on Finish.

  

• Select the load combination from load tab to see the combinations generated.

•  Validate the model to check any error. Hence, no error.

ANALYSIS

• Go to analyse, select 1st order linear analyse.
• Select all load combinations to run analysis.

• In project window, highlight the node with maximum positive displacement
• Therefore, a node is picked in solver view.

Deflection Diagram

• In results view, under results tab select total deflections for different load combinations.
• Total deflection for effective seismic weight is 49mm.

 

• Therefore, maximum deflection is shown in load combination 26 which is due to seismic load.

• Select frame B from project window.Check deflection along Z direction in result view.

• Deflection due to gravity in frame B.

• Deflection due to wind along X direction.

Axial Force Diagram

• Axial force diagram of the column for the structure.

• Similarly, select frame B to check axial force diagram.
• Maximum axial force value is shown in load combination 3 as shown below. 
• Also. check for different load combinations.

Shear Force Diagram

• Select frame B to check shear force major from results tab.
• Check shear major for different load conditions and combinations.

• Shear major for wind load condition.

• Shear major for load combination with seismic load.

Bending Moment Diagram

• For frame B, select moment major from result tab.

• Bending major for wind load condition.

• Bending major for seismic load condition.

 

Member Design

(i) Slab design

• Go roof floor in scene view. Select a panel to check the panel.
• Provide T12 bars at 150 mm centre to centre spacing.

 

• Similarly, check all slab panels in roof floor .
• Check panel for SI64. Provide T10 at 150mm spacing as bottom reinforcement and T12 as top reinforcement.

• Check in review view, the status of the roof slab

• Similarly, check slab panels for ground and first floor.

 

(ii) Beam design

• For frame B, Check the maximum bending moment acting in the beam where maximum BM is acting in roof floor. 

• Select RF-B88 for interactive design.

• The beam with section size 230mm x 500mm doesnot satisfy the design.
• Therefore, change the section to 250mm x750mm. Again, interactive design is done.
• Select the first span. Provide T20 and T25 bars. Therefore, UR=0.825
• Similarly, check for each span.

 

 

 

• Select first floor beam UFB40 for interactive design.
• Provide section size 230mm x 700mm 

 

  

(iii) Column design

• Select frame B from project window.
• Select the column to be designed. 
• Right click the member to select Interactive Design. Therefore, the member design fails.

  

• Change the member section to 650mm x650mm.
• Select Stack 1 of C8 column as shown utility ratio is 0.917.
• Provide Torsional bars of 32mm diameter for both principle and intermediate bar and also T10 bars as link bars which pass the design criteria.

  

• Similarly for stack 2 and 3 provide both principle and intermediate bar as provided for Stack 1.
• Hence safe.

• Select column C39 for interactive design.
• Change the column section size to 650mm x650mm.
• Select stack 1, provide the bar size to T32 for both principle and intermediate bars and T10 for link bars.
• Similarly, for stack 2 and 3 provide T32 bars
• Therefore, UR change to 0.733, 0.64 and 0.91 for stack 1,2 and 3 respectively.

• Select column 9 for interactive design.
• Change the column section size to 650mm x650mm.
• Select stack 1, provide the bar size to T32 for both principle and intermediate bars and T10 for link bars.
• Therefore, UR for stack 1,2 and 3 are  0.83, 0.612 and 0.91.

• Select column C13 for interactive design.
• Change the column section size to 650mm x650mm.
• Select stack 1, provide the bar size to T32 for both principle and intermediate bars and T10 for link bars.
• Therefore, UR for stack 1,2 and 3 are  0.73, 0.66 and 0.98.

  

• Select column C10 for interactive design.
• Change the column section size to 700mm x700mm.
• Select stack 1, provide the bar size to T32 for both principle and intermediate bars and T10 for link bars.
• Therefore, UR for stack 1,2 and 3 are  0.73, 0.66 and 0.98.

  

• Select column C11 for interactive design.
• Change the column section size to 700mm x700mm.
• Select stack 1, provide the bar size to T32 for both principle and intermediate bars and T10 for link bars.
• Therefore, UR for stack 1,2 and 3 are  0.7

• Similarly, check interactive design for rest of the columns in the structure.

(iv) Foundation Design

• Go to base floor, set pile type in catalogue.
• Edit data, materials and pile capacity for piles.

 

• Select isolated pile cap column
• Pick the location to create column isolated pile cap position.

• Select to design the member.

 

• In the property window, change the property for PC1 pile (ie, triangular pile cap).
• Size 1.9m x 2.05m x 0.55m. M30 grade of concrete
• Pile spacing= 1250mm with reinforcement diameter of 20mm at 300mm c/c spacing.
• Again, check design for member.

• Simiarly, select isolated pile cap column
• Pick the C2 location to create column isolated pile cap position.
• Design the member 
• In the property window, change the property for PC2 pile.
• Size 2.05m x 2.05m x 0.55m. M30 grade of concrete for 4 pile
• Pile spacing= 1250mm with reinforcement diameter of 25mm at 300mm c/c spacing
• Check the member satisfy the design condition.

• Simiarly, select isolated pile cap column
• Pick the C40,C38, C15 location to create column isolated pile cap position. 
• In the property window, change the property of pile cap PC4,PC15, PC21 same to PC1.
• Size 1.9m x 2.05m x 0.55m. M30 grade of concrete for 3 pile
• Pile spacing= 1250mm with reinforcement diameter of 20mm at 300mm c/c spacing
• Check the member satisfy the design condition.

• Simiarly, select isolated pile cap column
• In the property window, change the property of pile cap PC8,PC14.
• Size 2.05m x 2.05m x 0.6m. M30 grade of concrete for 4 pile
• Pile spacing= 1250mm with reinforcement diameter of 20mm at 300mm and 275mm c/c spacing
• Check the member satisfy the design condition.

 

• Simiarly, select isolated pile cap column
• In the property window, change the property of pile cap PC9,PC13.
• Size 2.05m x 2.05m x 0.75m. M30 grade of concrete for 4 pile
• Pile spacing= 1250mm with reinforcement diameter of 20mm at 150mm c/c spacing
• Check the member satisfy the design condition.

• Similarly, check design for all pile cap.
• In review view, check the status of the pile cap.

• Also, check status of pile in review view. Hence safe.

Report Generation

• Select a column to generate report for the member.

• Report for the particular column is generated with cross section.
• Select Member report to include loading, shear force, bending moment, deflection and axial force diagram along with design calculation and summary.

 

• Report for loading and shear force diagram.

 

• Bending moment diagram for both major and minor at different loadcases.

 

• Deflection diagram for both major and minor at different loadcases.

• Axial force diagram for different loadcases are generated.

  

• Design Calculation and summary are shown below .

 

 

Concrete Beam Report

• To generate report for RC beam, select Report for Member.

 

• Therefore, report for the beam is generated.
• Select Member report  to edit the contents of the beam report.
• To create report, drag selected chapters under structures which includes drawings, loadings, shear force, bending moment, deflection and axial force diagram along with design calculation and summary. Click OK.

• Roof beam (RFB88) drawing and loading for different loadcase are generated.

  

• Shear force diagram in 1st order linear for different loadcases is shown.

 

• Bending moment diagram in 1st order linear for different loadcases is generated.

 

• Deflection diagram in 1st order linear for different loadcases is generated.

 

• Design summary for roof beam (RFB88-1, 2) is generated.

    

• Similarly, Design summary for roof beam (RFB88-3 till 8) is generated.

• Design calculation for roof beam (RFB88-1,2) is generated.

 

 

• Similarly, Design calculation for roof beam (RFB88-3 till 8) is generated.

Concrete Slab Report

• Go to roof floor, To generate report for RC slab, select Report for Member.

• Therefore, report for the slab is generated.
• Select Member report  to edit the contents of the slab report.
• To create report, drag selected chapters under structures which includes design calculation and summary. Click OK.

• Design summary and calculation for slab S1, Panel SL2 is generated.

 

 

Foundation Report

• Go to base floor, To generate report for RC pile cap, select Report for Member.

• Drawing of pile cap PC 8 is generated

• Design calculation and summary for pile cap are generated.

  

Layers settings and generate drawings

• Go to draw in tab window.
• Select drawing settings to set layers for the model so as to generate plan drawing

• Select layer configuration to modify the drawing category.
• Select member schedule to set layer configuration for beams and columns.

  

• Layer styles can be modified in drawing variant.
• Select Planar drawing from layar styles to change colour. Click ok.

• Go to Frame B in scene view.
• Select general arrangement from ribbon tab to create and save drawings in 2D view.

• Select beam schedule from ribbon tab to create and save beam reiforcement details in 2D view.

RESULT:- Hence, developed general arrangement for the RC office building. Also, analyzied and designed the building as per IS standard code in TEKLA STRUCTURAL DESIGNER from the attachment. Also, generated report of each member and extracted drawings for structural plans, beam reinforcement details from the software.