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C1: Aim and introduction:To create a column schedule using line tool and Dtext Command. Procedure: Steps: Using line command draw the table using the text command enter the texts in appropriate blocks Draw the bar bending diagram Results:Create table using line text commands in AutocaD C2: Aim and introduction:…
Bharath Gnaneshwariah
updated on 12 Aug 2021
C1:
Aim and introduction:To create a column schedule using line tool and Dtext Command.
Procedure:
Steps:
Results:Create table using line text commands in AutocaD
C2:
Aim and introduction: To create a window schedule using Table
Procedure:
steps:
Results:Creation of Window schedule using table and text command
C3:
Aim and introduction:To create the given drawing template
Procedure:
steps:
Results:Creation of Template for the plan
C4:
Aim and introduction :To create the list of Drawing schedule.
Procedure:
Steps:
Results:Creation of List of drawings using table and text commands
C5:
Aim and introduction:To create the beam detail by given figure
Procedure:
Steps:
Results:Creation of Beam detail using Leader and line command .
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Project 2_Design & Analysis of a Hostel building at Guwahati, Assam
In this project, participants will get to experience the entire design process from modelling, analysis, design, and preparation of construction drawings. The architectural drawings of a G+3 RCC building is provided. The following information on the building is to be used: Location – Guwahati, Assam Function –…
28 Oct 2021 08:34 AM IST
Projefct 1_Comparative study of different storey buildings for Seismic forces
Aim and introduction: Project 1 – Factors influencing the Natural Period of a building Structural Element Sizes Beams : 300 × 400 mm Columns : 400 × 400 mm Slab : 150 mm thick Material Properties Grade of Concrete : M30 Grade of Steel Reinforcement Bars : Fe…
26 Oct 2021 01:15 PM IST
Design of Shallow Foundation (Isolated Footings)
Design a square footing for a column size of 400x400. The compression axial load for the load combination of (1.5 DL + 1.5 LL) is 2000 KN. The safe soil bearing capacity is 150 KN/m2 at a depth of 2 metres below E.G.L. Participants are free to go for either a tapered or stepped footing. Besides the total axial load, also…
25 Oct 2021 07:45 AM IST
Structural Modelling using Etabs 2018
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 then model the building in Etabs. The following architectural drawings have been provided:…
23 Oct 2021 01:53 PM IST
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