Project 1_Analyze and design a steel building to 10T CRANE as per IS standard code using TEKLA STRUCTURAL DESIGNER.

AIM: To analyze and design a steel building to 10T CRANE as per IS standard code using TEKLA STRUCTURAL DESIGNER.

INTRODUCTION:

Tekla Structural Designer is a software tool that integrated model-based 3D tool for analysis and design of both concrete and steel members. In this tool we can do modeling, analysis and design, drawing,detailing and report creation.

PROCEDURE:

• Open the software create new template file.
• set the setting to be applied on to the structure or model under the home tab
• then goto manage property sets to define the materials and profiles sizes .
• afterthat model the structure with defined elements the specified sizes of elements.
• next we add frames at the each grid to do that choose the frame option under the model tab.
• draw the rafter beam and connect the beam with inclined beams with support to column.
• draw at one frame and copy that to the all points .
• next define the bracing and draw them where to resist heavy loads.
• after that define slab properties and apply them at floor levels.

LOAD CALCULATIONS :

• first go to load cases create the loads according to the data option under the load tab.
• then go to load combinations generate the load combinations.
• then apply the loads on the structure by taking area load option under the load tab.

Wind Load Calculation:

Using the IS 875-3: 2015 the wind load acting on both wall and roof was calculated as shown below

• based on the above data we are going to addwind load in load cases and load combinations .
• based on the value of the load which is negitive or positive that will decide the acting on the face of building.
• so referencing that we create the direction x and y with +cpi abd -cpi load cases.
• then applying loads to the structure.

CRANE LOADING :

Crane loading was applied to the roof the structure.

Seismic loading was also calculated using the seismic wizard in TSD and after that the model was analyzed (1^st order analysis).

After analysis, all the components was adjusted or resized whenever error occurred

RESULTS:

• The plans were extracted with detail of each member and created in the model.
• Generated errors are corrected
• All the loads are applied to the model.
• Analysis also done to the structure with the applied loads.