Structural drawing for School Building download in Autocad format Introduction This post is about Structural drawing which we executed...
Structural drawing for School Building download in Autocad format
Introduction
This post is about Structural drawing which we executed in the school building, we are giving it free of cost for your reference kindly make use of it friends
We already Posted the school Building
1. Architectural plan with AutoCAD format
2. Structural analysis and design using staad pro
To download above mentioned file scroll down at last you will find the link and while opening AutoCAD use password:civilwebsite
The Structural drawing of the AutoCAD file include
List of Structural Drawing in Autocad format
1. Column centre Line layout
2.Footing layout
3.Footing Detail
4.Grade beam layout
5.Grade beam detail
6.plinth beam layout.
7.plinth beam detail
8.Staircase layout & detail
9.ground floor roof beam layout
10.Ground floor roof beam detail
11.Ground floor roof slab layout & detail
12.first floor roof beam layout
13.first floor roof beam detail
14.first floor roof slab layout & detail
Reaction of Building
The load of the column is mentioned below which will be compared with node of column and this support reaction. for this we have to compare with staad file for the school building. the link for staad file is given below
Node
Reaction
1
23.91
2
27.89
3
45.49
4
45.5
5
44.47
6
37.1
7
24.56
8
46.32
9
42.7
10
35.05
11
46.78
12
70.34
13
54.82
14
72.32
15
55.86
16
38.98
17
38.61
18
37.25
19
54.25
20
43
21
69.99
22
35.35
23
34.18
24
52.92
25
37.63
26
62.33
27
22.32
28
25.55
29
35.32
Structural design
The Building is designed by using Staad pro software. In this frame only we have analysied (i.e) column and beam shear force and bending moment we have calculated and according to this internal stress we have followed design process using the grade of concrete M20 and Fe 500 grade of steel for column and beam.The foundation we are using is M30 because of soil nature as recommended by soil expert.
The Structural design is based on the IS 456:2000 and load calculation we have followed Is 875 part 1 and part 2.Live load of the building is taken as 500kg/Sq.m
Load Calculation
Reaction of Building
The load of the column is mentioned below which will be compared with node of column and this support reaction. for this we have to compare with staad file for the school building. the link for staad file is given below
Node
|
Reaction
|
1
|
23.91
|
2
|
27.89
|
3
|
45.49
|
4
|
45.5
|
5
|
44.47
|
6
|
37.1
|
7
|
24.56
|
8
|
46.32
|
9
|
42.7
|
10
|
35.05
|
11
|
46.78
|
12
|
70.34
|
13
|
54.82
|
14
|
72.32
|
15
|
55.86
|
16
|
38.98
|
17
|
38.61
|
18
|
37.25
|
19
|
54.25
|
20
|
43
|
21
|
69.99
|
22
|
35.35
|
23
|
34.18
|
24
|
52.92
|
25
|
37.63
|
26
|
62.33
|
27
|
22.32
|
28
|
25.55
|
29
|
35.32
|
Structural design
The Building is designed by using Staad pro software. In this frame only we have analysied (i.e) column and beam shear force and bending moment we have calculated and according to this internal stress we have followed design process using the grade of concrete M20 and Fe 500 grade of steel for column and beam.The foundation we are using is M30 because of soil nature as recommended by soil expert.
The Structural design is based on the IS 456:2000 and load calculation we have followed Is 875 part 1 and part 2.Live load of the building is taken as 500kg/Sq.m
Load Calculation
Load calculation for Design of Buildings
1.) Total load on Building
A.) Self weight on Slab = 3.75 KN/Sq.m
Live load on slab = 4 KN/Sq.m
Floor Finishes =2 KN/Sq.m
Total = 9.75 KN/Sq.m
Let us assume a span of ( 10' x 10' ) in which Column is located
According to that load from slab coming to beam = 1793 KN
Slab load/m on beam =17.16KN/m
B.) @ Ground floor level
Self-weight of Grade beam “Assuming the size of beam = 4.19 KN/m
Self-weight of Brick Work on grade beam=
3.30 KN/m
Self-weight of Plinth beam "Assuming the size of beam = 0.12N/m
Self-weight of Brick Work on Plinth beam
=15.60 KN/m
* Self weight of lintel beam "Assuming the size of beam = 0.823KN/m
Self-weight of First-floor roof beam "Assuming size of beam = 3.59 KN/m
C.) @ First-floor level
* Self weight of lintel beam “Assuming the size of beam = 0.2KN/m
Self-weight of Second-floor roof beam = 4.59 KN/m
Self weight of Brick Work on the ground floor roof beam = 18.26 KN/m
As per our Consideration the load from the Building is distributed as part as the load-bearing structures & partially as framed structures. According to that the total load on the building is =8085 kN/m
* for Load bearing Structures =44.3 kN/m
* for Framed Structures =41.3 kN/m
1.) Total load on Building
|
A.) Self weight on Slab = 3.75 KN/Sq.m
|
Live load on slab = 4 KN/Sq.m
|
Floor Finishes =2 KN/Sq.m
|
Total = 9.75 KN/Sq.m
|
Let us assume a span of ( 10' x 10' ) in which Column is located
|
According to that load from slab coming to beam = 1793 KN
|
Slab load/m on beam =17.16KN/m
|
B.) @ Ground floor level
|
Self-weight of Grade beam “Assuming the size of beam = 4.19 KN/m
|
Self-weight of Brick Work on grade beam=
3.30 KN/m |
Self-weight of Plinth beam "Assuming the size of beam = 0.12N/m
|
Self-weight of Brick Work on Plinth beam
=15.60 KN/m
|
* Self weight of lintel beam "Assuming the size of beam = 0.823KN/m
|
Self-weight of First-floor roof beam "Assuming size of beam = 3.59 KN/m
|
C.) @ First-floor level
|
* Self weight of lintel beam “Assuming the size of beam = 0.2KN/m
|
Self-weight of Second-floor roof beam = 4.59 KN/m
|
Self weight of Brick Work on the ground floor roof beam = 18.26 KN/m
|
As per our Consideration the load from the Building is distributed as part as the load-bearing structures & partially as framed structures. According to that the total load on the building is =8085 kN/m
|
* for Load bearing Structures =44.3 kN/m
|
* for Framed Structures =41.3 kN/m
|
COMMENTS