CAD LABORATORY WORKBOOK
17
CE 693: CAD Laboratory Structural Engineering Workbook Supreme Knowledge Foundation Group of Institutions
Transcript of CAD LABORATORY WORKBOOK
CE 693: CAD Laboratory
Structural Engineering Workbook
Supreme Knowledge Foundation Group of Institutions
EXERCISE NO.: 1 DATE:
CAD LABORATORY PAGE NO.:
Draw the shear force and the bending moment diagrams for the following: (Units are in m)
(a)
(b)
(c)
(d)
SUPREME KNOWLEDGE FOUNDATION GROUP OF INSTITUTIONS
2 KN
3.75 3.75
3.75 3.25 2
3 KN 2 KN
7.5
3 KN/m
2 KN/m
1 3.5 3
EXERCISE NO.: 2 DATE:
CAD LABORATORY PAGE NO.:
Draw the shear force and the bending moment diagrams for the following: (Units are in m)
(a)
(b)
(c)
(d)
SUPREME KNOWLEDGE FOUNDATION GROUP OF INSTITUTIONS
2 KN/m
3.75 3.75
4 4
2 KN
5
3 KN/m
2 2
6
4 KN
EXERCISE NO.: 3 DATE:
CAD LABORATORY PAGE NO.:
Create the following models. (Following are the elevation)
(a)
(b)
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EXERCISE NO.: 4 DATE:
CAD LABORATORY PAGE NO.:
Create the model for the following plan.
Specifications:
No. of floors: G+3
Column Size: 0.5 m × 0.5 m
Beam Size: 0.3 m × 0.5 m
Radius of curved beam 3 m
SUPREME KNOWLEDGE FOUNDATION GROUP OF INSTITUTIONS
EXERCISE NO.: 5 DATE:
CAD LABORATORY PAGE NO.:
Create the model for the following plan.
Specifications:
No. of floors: G + 5
Apply loads: Self weight, Live load 3 KN/m2
Combine the loads with the combinations specified by the IS 456: 2000
Analyse and design the structure.
SUPREME KNOWLEDGE FOUNDATION GROUP OF INSTITUTIONS
EXERCISE NO.: 6 DATE:
CAD LABORATORY PAGE NO.:
Create the model for the following plan.
Specifications:
No. of floors: G + 5
Apply loads: Self weight, Live load 3 KN/m2
Apply Wind Loads as per IS 875 part III: 1987
Apply Earthquake loads (Static) as per IS 1893: 2009
Combine the loads with the combinations specified by the IS 456: 2000
Analyse and design the structure.
SUPREME KNOWLEDGE FOUNDATION GROUP OF INSTITUTIONS
EXERCISE NO.: 7 DATE:
CAD LABORATORY PAGE NO.:
Introduction to Response Spectrum Analysis in Earthquake Engineering. Design the building considering the dynamic loads as per IS 1893: 2002
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EXERCISE NO.: 8 DATE:
CAD LABORATORY PAGE NO.:
Introduction to Time History Method Analysis in Earthquake Engineering. Design the building considering the dynamic loads as per IS 1893: 2002
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EXERCISE NO.: 9 DATE:
CAD LABORATORY PAGE NO.:
Model and design a dog legged stair
Isometric Elevation
Specifications
Stair hall: 3.15 m × 1.5 m
Rise : 150 mm
Tread : 250 mm
Floor to floor distance: 3.3 m
Width of landing = width of flight = width of spacing= 1.5 m
SUPREME KNOWLEDGE FOUNDATION GROUP OF INSTITUTIONS
EXERCISE NO.: 10 A DATE:
CAD LABORATORY PAGE NO.:
Model and design an overhead rectangular water tank with the dimensions given as follows.
Design for all loads including WL and EL.
SUPREME KNOWLEDGE FOUNDATION GROUP OF INSTITUTIONS
EXERCISE NO.: 10 B DATE:
CAD LABORATORY PAGE NO.:
Model and design an overhead circular water tank with the dimensions given as follows.
Design for all loads including WL and EL.
SUPREME KNOWLEDGE FOUNDATION GROUP OF INSTITUTIONS
EXERCISE NO.: 11 DATE:
CAD LABORATORY PAGE NO.:
Analyse the Truss
Choose the sections accordingly.
SUPREME KNOWLEDGE FOUNDATION GROUP OF INSTITUTIONS
50 KN
50 KN
50 KN 50 KN
50 KN
3.00 m
15.00 m
Project: 1 DATE:
CAD LABORATORY PAGE NO.:
Model the following structure (Intze Water Tank)
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Project: 2 DATE:
CAD LABORATORY PAGE NO.:
Model the following Transmission Tower
SUPREME KNOWLEDGE FOUNDATION GROUP OF INSTITUTIONS
Project: 3 DATE:
CAD LABORATORY PAGE NO.:
Model, analyse and design the following structure considering all loads (due to infills, beams and slabs). Also take into account the wind and earthquake load (dynamic). Check for the combinations specified by the codes.
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5.00 m
4.00 m
2.00 m
5.00 m 5.00 m
4.00 m
1.00 m
1.00 m
4.00 m
3.00 m
2.00 m
6.00 m
