Q1. Create beam properties for First floor and model the beams. ANS 1) AIM :  To create beam properties for First floor and model the beams. TOOLS USED : Home  manage property sets new members steel beams model grid lines PROCEDURE : First open the previous week file. Then go to manage property sets under home.…

1.Calculate dead load in design report based on IS code and apply dead load on the model Finishes of 50mm Slab as per design Brickwall 150mm thickness Roofing load based on purlin size Ceiling loading 0f 0.3KN per sq m Ans) Aim: To calculate dead load in design report based on IS code and apply dead load on the model.…

Q1 )  Generate manual wind loading in the design report based IS code as per the following input Basic wind speed = 39m/s Terrain category 2 ANS 1 : AIM:   Generate manual wind loading in the design report based IS code as per the following input TOOLS USED : Excel. IS codes. Calculator. PROCEDURE :…

1.Summarize your study for the bending moment, shear force and deflection diagrams for the elements of the model. Ans) Bending Moment: It refers to the internal rotational moments that cause a section to bend. In the case of a beam, it can be calculated as the algebraic sum of the moments about the section of…

AIM: To analyze and Design a Boiler shed structure as per IS code in Tekla Structural Designer. Kindly refer to the enclosed plan and elevation given below for modelling. Materials Required: Procedure: 1) open tekla strucutral design and click on new.  2) Then save the file with an appropriate name. 3) In model select…

1.Calculate dead load in design report based on IS code and apply dead load on the model Finishes of 50mm Slab thickness as per the design Brick wall load Roofing load Ans) Aim: To calculate dead load in design report based on IS code and apply dead load on the model. Tools Required: ->Manage Properties ->Slabs ->Properties…

1.Generate seismic loading based IS codal provisions and zone II. Any other data you can assume and input accordingly. Ans) Aim: To generate seismic loading based IS codal provisions and zone II. Any other data you can assume and input accordingly. Tools Required: -> Loads -> Loadcases -> Seismic load. Procedure:…

Based on the analysis design RC column and beam. ANS 1) AIM : To design RC column and beams based on the analysis. TOOLS USED : Review. Check member. Static. PROCEDURE : First we have to open the file in which we have completed the structure.   Next we have to validate the model in search on any errors if present.…

Q1 ) Generate seismic loading based IS codal provisions and zone II. Any other data you can assume and input accordingly. AIM : To generate seismic loading based IS codal provisions and zone II. Any other data you can assume and input accordingly. TOOLS USED : Load. Loadcases. Seismic wizard. Seismic load. PROCEDURE…

Q1 )  Design the slab and foundation of the model. Outline the thought process for designing of the elements (column, beam, slab and foundations). ANS 1) AIM : To design the slab and roof foundations of the model and to outline the thought process for designing of the elements. TOOLS USED : Design. Settings.…

Q1 )   Generate report for the steel building design from challenges 1 – 6 along with the loading summary. ANS 1) AIM : To generate report for the steel building design from challenge 1-6. TOOLS USED : Report. Model report. Show report. PROCEDURE : Open the structure and analyze it.   Now click on…

QUESTION :  Develop general arrangement for the RC office building. Analyze and design the building as per IS standard code in TEKLA STRUCTURAL DESIGNER. Refer the attached plan and elevation. The building to be designed for dead, live, wind and seismic loading. Report of each member to be generated and extract drawings…

Analyze and design a steel building to 10T CRANE as per IS standard code in TEKLA STRUCTURAL DESIGNER. Refer the attached plan and elevation. Provide bracings and moment connection for lateral stability.  Consider dead, live, equipment and wind loading. Consider the brick wall loading for 150mm thick and 1.5 KN per…