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Q 4 ) Aim: To draw the figure C4 of C.S. of load bearing wall showing foundation details Introduction: Load bearing wall are walls which take loads from the beams, columns and slab and transfers them to foundation below them. Above picture is foundation diagram of a load bearing wall. Procedure: Type ‘rec’…
Devarakonda Paul Uday Swarup
updated on 08 Mar 2021
Q 4 )
Aim: To draw the figure C4 of C.S. of load bearing wall showing foundation details
Introduction:
Load bearing wall are walls which take loads from the beams, columns and slab and transfers them to foundation below them. Above picture is foundation diagram of a load bearing wall.
Procedure:
Type ‘rec’ in command line or select rectangle from the draw tool bar
Type ‘rec’ in command line or select rectangle from the draw tool bar
Type ‘rec’ in command line or select rectangle from the draw tool bar
Type ‘rec’ in command line or select rectangle from the draw tool bar
Type ‘rec’ in command line or select rectangle from the draw tool bar
Type “tr” or trim in command box or select trim in modify tool bar and press enter
Q 5 )
Aim: To draw the figure C5 of Isometric view of steps
Introduction:
Steps or stairs is a component of a building, which are used to connect different floors or floor at higher level. It has a horizontal component called thread and a vertical component called rise. A series of threads and rises form a staircase.
Procedure:
Go to grid and snap settings and turn on Isometric view.
Press F5 to change the direction of the isometric view to Isoplane left or change direction in status bar to isoplane left
Turn on ‘orthomode’
Type ‘L’ or line in command box and press enter
Press F5 to change the direction of the isometric view to Isoplane right or change direction in status bar to isoplane right
Type ‘L’ or line in command box and press enter
Type ‘co’ or copy in the command box or select copy from the modify tool bar
Keep isoplane right turned on
Type ‘co’ or copy in the command box or select copy from the modify tool bar
Type ‘L’ or line in command box and press enter
Q 6 )
Aim: To draw the figure C6 of Isometric view of Gable Wall
Introduction:
A wall with triangular portion between the intersecting edges of roof pitches is called gable wall. The shape of the gable and how it is detailed depends on the structural system used, which reflects climate, material availability, and aesthetic concerns. The combination of wall and the gable at the top is referred to as the gable wall or gable end.
Assumption: As for 3.25 height the slope of gable is very less. Height is assumed as 3.75
Procedure:
Go to grid and snap settings and turn on Isometric view.
Press F5 to change the direction of the isometric view to Isoplane right or change direction in status bar to isoplane right
Turn on ‘orthomode’
Type ‘L’ or line in command box and press enter
Type Chamfer in command box or select chamfer from the modify tool bar
And from options select distance
Press enter and
Press F5 to change the direction of the isometric view to Isoplane left or change direction in status bar to isoplane left
Type ‘L’ or line in command box and press enter
Press F5 to change the direction of the isometric view to Isoplane top or change direction in status bar to isoplane top
Type ‘L’ or line in command box and press enter
Press enter and
Press F5 to change the direction of the isometric view to Isoplane right or change direction in status bar to isoplane right
Turn on ‘orthomode’
Type ‘L’ or line in command box and press enter
Press F5 to change the direction of the isometric view to Isoplane left or change direction in status bar to isoplane left
Type “tr” or trim in command box or select trim in modify tool bar and press enter
Q -3 )
Aim: To draw the figure C3 of C.S. of Line diagram of a two-bedroom building
Introduction:
Line drawings are drawings with details of dimensions and components of building. Two-bedroom building consists of 1x Bedroom, 1x living room and steps in both directions.
Procedure
Type ‘rec’ in command line or select rectangle from the draw tool bar
Type ‘rec’ in command line or select rectangle from the draw tool bar
Type ‘rec’ in command line or select rectangle from the draw tool bar
Type ‘L’ or line in command line or select line from the draw tool bar
Type ‘L’ or line in command line or select line from the draw tool bar
Type ‘O’ and press enter or click offset from the modify tool bar
Type ‘O’ and press enter or click offset from the modify tool bar
Q2)
Aim: To draw the figure C2 of C.S. of Isolated Footing
Introduction:
Isolated footing is a type of footing which is placed at shallow depths and supports one column of the building. It is an independent footing designed to support an independent column. The shape of column can be rectangular, square or circle. Based on the cross-sectional shape they are classified as Pad footing, Stepped footing and Sloped footing.
Procedure:
Type ‘rec’ in command line or select rectangle from the draw tool bar
Type ‘rec’ in command line or select rectangle from the draw tool bar
Type Chamfer in command box or select chamfer from the modify tool bar
And from options select distance
Press enter and
Type ‘pl’ in command box or select polyline from the draw tool bar
Type L or line and press enter
Type ‘o’ and press enter or click offset from the modify tool bar
Q 1)
Aim: To draw the figure C1 of a C.S. of load bearing wall over spread footing
Procedure
Type ‘rec’ in command line or select rectangle from the draw tool bar
Type ‘rec’ in command line or select rectangle from the draw tool bar
Type ‘rec’ in command line or select rectangle from the draw tool bar
Type ‘rec’ in command line or select rectangle from the draw tool bar
Type ‘rec’ in command line or select rectangle from the draw tool bar
Type ‘rec’ in command line or select rectangle from the draw tool bar
Type ‘rec’ in command line or select rectangle from the draw tool bar
Type ‘rec’ in command line or select rectangle from the draw tool bar
Type ‘pl’ in command box or select polyline from the draw tool bar
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To Analysis and Design of Steel Structures using TSD
1 Answer Aim:Summarizing the BMD, SFD and deflection of elements Bending moment obtained after the analysis. Shear Force obtained after the analysis. Deflection obtained after the analysis. 2 Answer. Aim:Design analysis of the members To analyse the model setting up the seismic…
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Week 4 Challenge
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04 Nov 2021 01:56 PM IST
Week 5 Challenge
1 ) Aim: To Calculate the wind loads manually The manual wind loads are calculated in the Excel sheet as shown below This load calculation is of Y direction. Similarly the wind loads are calculated in the X direction as the same procedure followed above 2 ) Aim: To…
23 Oct 2021 07:02 PM IST
Week 3 Challenge
Details of the structure: Support: Fixed-Pinned(Top and Bottom) Concrete Pedestal Size PD1= 600x600mm Steel Column C1= MB 300 Steel Beams: B1= ISMB 300 applied for primary beams at ground floor including staircase landing beam. B2= ISMB 250 applied for primary beams at first floor including staircase landing beam.…
07 Oct 2021 08:37 PM IST
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