Challenge

Week 11 Challenge

MMd Nizamuddin Mondal28 Feb 2023

Calculation of Temperature Load

Name of Project/ Work

Calculation of Temperature Load

Name of Client

Skill-Lync

Name of authourity Engineer

Skill-Lync

Designer Name

Md Nizamuddin

Check by

Skill-Lync Professor

Approved By

Skill-Lync Professor

Aim & Introduction:-

Design Data:-

Location

Delhi

Maximum temperature in this location as per IRC 6,Page-57, Fig.15

47.5

^oC

Minimum temperature in this location as per IRC 6,Page-58, Fig.16

-2.5

^oC

Grade of Concrete

M 40

Span of the Bridge

9.00

Box Girder Height

1.50

Box Girder Width

1.50

Web Thickness

0.30

Widfth of Deck Slab

7.00

Thickness of Deck Slab

0.55

Pier Cap Width

6.00

Pier Height

10.00

Co-efficient of Thermal Expansion aas per IRC 6-2017 Page-59

12x10^-6

^oC

Modulus of Elasticity of material E

Pa( Pascal)

31622.78

Pa( Pascal)

Solution:-

Effective temperature difference(A-B)/2+10, IRC 6, table 15

35.00

^oC

Stree due to temperature=

13.28

KN/m²

Maximum Permissible Stress(2/3x.7xfck^1/2)

2.95

KN/m²

Ok, this value is restricted to 3 KN/m²

Positive temperature difference

Temperature at Top

47.50

^oC

Temperature at Bottom as IRC 6 2017, page no59, Fig:17a

5.60

^oC

Material Properties

Density of concrete

25.00

KN/m³

Grade of Concrete

M 40

N/mm²

Grade of Steel

Fe 415

N/mm²

General Arrangment:-

1.0

Procedure:-

1.1

Geo-metry Figure:-

1.2

Support assigned:-

1.3

Properties Assigned:-

1.4

Materials Assigned:-

1.4

Load / Forces & Stress Assigned:-

1.5

Run the model:-

2.0

Results:

2.1

Maximum Bending Moment;-

Beam	L/C	Section	Axial Force kN	Shear-Y kN	Shear-Z kN	Torsion kN-m	Moment-Y kN-m	Moment-Z kN-m	Remarks
4	Temperature load	0	48.714	1738.692	0	0	0	4001.769	Max. Bending Moment
1	Temperature load	1	-15.588	1255.328	-0.164	1.117	0.773	-7972.981	Mini.. Bending Moment

2.2

Bending Moment Diagram(BMD):-

2.3

Maximum Shear Force:-

Beam	L/C	Section	Axial Force kN	Shear-Y kN	Shear-Z kN	Torsion kN-m	Moment-Y kN-m	Moment-Z kN-m	Remarks
141	Temperature load	0	41.966	1753.092	0	0	0	3039.038	Max. Shaer Force
196	Temperature load	0.5	-52.379	-979.44	-10.513	-332.533	1.315	-1848.36	Mini. Shaer Force

2.4

Shear Force Diagram(SBD):-

2.5

Reaction:-

2.6

2.7

Deflection of the model;-

2.8

Displacement of the Model;-

3.0

Report :-

3.1

Maximum Shear Force :-

Beam	L/C	Section	Axial Force kN	Shear-Y kN	Shear-Z kN	Torsion kN-m	Moment-Y kN-m	Moment-Z kN-m	Remarks
141	Temperature load	0	41.966	1753.092	0	0	0	3039.038	Max. Shaer Force
196	Temperature load	0.5	-52.379	-979.44	-10.513	-332.533	1.315	-1848.36	Mini. Shaer Force

3.2

Maximum Bending Moment:-

Beam	L/C	Section	Axial Force kN	Shear-Y kN	Shear-Z kN	Torsion kN-m	Moment-Y kN-m	Moment-Z kN-m	Remarks
4	Temperature load	0	48.714	1738.692	0	0	0	4001.769	Max. Bending Moment
1	Temperature load	1	-15.588	1255.328	-0.164	1.117	0.773	-7972.981	Mini.. Bending Moment

3.3

Reaction:-

			Horizontal	Vertical	Horizontal	Moment
	Node	L/C	Fx kN	Fy kN	Fz kN	Mx kN-m	My kN-m	Mz kN-m
Max. FX	292	Temperature Load	87.93
Min. FX	293	Temperature Load	-71.28
Max. FY	290	Temperature Load		1.61E+03
Min. FY	293	Temperature Load		-1.96E+03
Max. FZ	295	Temperature Load			63.99
Min. FZ	291	Temperature Load			63.99
Max. MX	290	Temperature Load				556.89
Min. MX	294	Temperature Load				-556.89
Max. MY	294	Temperature Load					7.02
Min. MY	290	Temperature Load					-7.02
Max. MZ	293	Temperature Load						7.80E+03
Min. MZ	292	Temperature Load						3.75E+03

3.4

Maximum Plates Stress:-

Plate	L/C	SQX N/mm2	SQY N/mm2	MX kN-m/m	MY kN-m/m	MXY kN-m/m	SX N/mm2	SY N/mm2	SXY N/mm2	Remarks
236	Temperature Load	-1.517	-1.688	-159.833	324.438	-13.463	0.014	-0.004	0.001	Max. Stress
142	Temperature Load	0.638	0.167	-461.394	-347.594	9.704	-0.018	0.016	0.015	Min. Stress

1.0	Procedure:-
1.1	Geo-metry Figure:-
1.2	Support assigned:-
1.3	Properties Assigned:-
1.4	Materials Assigned:-
1.4	Load / Forces & Stress Assigned:-
1.5	Run the model:-
2.0	Results:
2.1	Maximum Bending Moment;-
2.2	Bending Moment Diagram(BMD):-
2.3	Maximum Shear Force:-
2.4	Shear Force Diagram(SBD):-
2.5	Reaction:-
2.6	Maximum Plates Stress:-
2.7	Deflection of the model;-
2.8	Displacement of the Model;-
3.0	Report :-
3.1	Maximum Shear Force :-
3.2	Maximum Bending Moment:-
3.3	Reaction:-
3.4	Maximum Plates Stress:-

Week 11 Challenge

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in your own course.

Talk to a career counsellor

Ship work like thisin your own course.

Talk to a career counsellor

Ship work like this
in your own course.