Week 6 Challenge

Aim:- To apply utility and seismic load on the bridge and perform analysis.

Explaination:- As it is essential to supply water from one region to another region from resiviors by means of heavy pipes, the load which the pipe carry has to be distributed in ground by means of bridges. So in order to analysis such issue this analysis is done.

Calculation:-

200NB DI pipe = 45.28 kg/m

600NB DI pipe = 217.19kg/m

Sr. No	Dia Of Pipe	Weignt kg/m	Total Weight along 24m run kN
1	200 NB DI	45.28	1.08672
2	600 NB DI	217.19	5.21256

Sr. no	Area Of pipe	Unit wt of water	Total Live load
1	0.00314	10	0.314 kN/m
2	0.028465	10	2.826 kN/m

Sr. No	Addition of load	Total Load to be applied
1	0.314+0.04258	0.35658 kN/m
2	2.826+0.21719	3.01319 kN/m

Staad Modelling:-

Results;-