Week 7 Challenge

Name of Project/ Work :- Calculate the water current forces.

Name of Client :- Skill-Lync

Name of authourity Engineer :- Skill-Lync

Designer Name :- Md Nizamuddin

Check by :- Skill-Lync Professor.

Approved By :- Skill -Lync Authourised Professor.

• Introduction:
• Client Name (_______________________________________) has awarded Company Name ____________________________________ for Project Name(_____________________________________________________________________________________________________________________________________________________________________________________________________________________.Company Name (______________________) has appointed INFRAENGG Design Agency’s name (__________________) as the “Design Consultant” to carry out the Detailed Design of the project corridor.
• General Arragment :-

• Given Data:-

Calculation the Water Current Forces
HFL above Foundation			=	2.00	m
Span of the Structure			=	45.00	m
The Mean Velocity		Vmean	=	3.00	m/s
Maximum Velocity=		Vmax.	=	4.24	m/s
Shape Constant Factor, Assume it Circular		k	=	0.66
Water Current Force		P	=	617.76	KN/m2
Indivisual Force as UDL			=	1544.40	KN/m
Structure sub-merge in water ( Force action from o to m 8 m height of the Structure)			=	8.00	m
Dimension Detail
Abutment Shaft
No @ A1			=	1	No
Height			=	10.00	m
Diameter of the Abutment			=	2.50	m
Depth/Thickness			=	0.000	m
Quantity			=	49.09	m3
Abutment Shaft
No @ A2			=	1	No
Height			=	10.00	m
Diameter of the Abutment			=	2.50	m
Depth/Thickness			=	0.000	m
Quantity		s	=	49.09	m3
Pier Shaft
No @ P1			=	1	No
Height			=	10.00	m
Diameter of the Pier			=	2.50	m
Depth/Thickness			=	0.000	m
Quantity		s	=	49.09	m3
Roof Slab
No			=	2	Nos
length			=	45.00	m
Width			=	7.50	m
Depth/Thickness			=	0.250	m
Quantity			=	168.75	m3
I-Girder
No			=	3	Nos
length @ c/c of the Bearing			=	43.00	m
Top Width			=	1.20	m
Top flange Thickness			=	0.180	m
Web Thickness			=	0.30	m3
Overwall height			=	2.50	Nos
Bottom Width			=	0.85	m
bottom Thickness			=	0.25	m
Quantity			=	90.26	m3
Material Properties
Density of concrete			=	25.00	KN/m3
Grade of Concrete			=	M35	N/mm2
Grade of Steel			=	Fe500	N/mm2

• Geometry Figure:-

• Properties assigned:-

• Support assigned:-

• water current forces assigned:-

• Deflection due to water current force:-

• Reaction foreces :-

• Displacement:-

Report:-

Maximum Bending Moment
Beam	L/C	Section	Shear-Z kN	Moment-Y kN-m
2	1	1	6177.6	32947.203
1	1	1	6177.6	32947.203
3	1	1	6177.6	32947.203
2	1	0.917	6102.615	27817.859
1	1	0.917	6102.615	27817.859
3	1	0.917	6102.615	27817.859
2	1	0.833	5895.408	22800.238
3	1	0.833	5895.408	22800.238
1	1	0.833	5895.408	22800.238
3	1	0.75	5555.984	18006.094
2	1	0.75	5555.984	18006.094
1	1	0.75	5555.984	18006.094
2	1	0.667	5084.34	13547.112
1	1	0.667	5084.34	13547.112
3	1	0.667	5084.34	13547.112
2	1	0.583	4480.475	9534.982
1	1	0.583	4480.475	9534.982
3	1	0.583	4480.475	9534.982
2	1	0.5	3744.39	6081.423
1	1	0.5	3744.39	6081.423
3	1	0.5	3744.39	6081.423
3	1	0.417	2876.086	3298.132
1	1	0.417	2876.086	3298.132
2	1	0.417	2876.086	3298.132
1	1	0.333	1875.562	1296.813
2	1	0.333	1875.562	1296.813
3	1	0.333	1875.562	1296.813
2	1	0.25	742.818	189.166
3	1	0.25	742.818	189.166
1	1	0.25	742.818	189.166