Tuesday, July 24, 2012

Engineering Dynamics Assignment (summer term)

Submit the assignment in room no. 314 (SET) latest by 26.7.12. After the due date no other assignment will be accepted. (No excuses for that)

Engg Dynamics Assignment

Saturday, July 21, 2012

Monday, July 16, 2012

MODS_Assignment III

Students,

Given is the link for MODS_assignment III.

MODS_Assignment III

Submit the assignment within this week.

Sunday, July 15, 2012

MODS_Assignment - II

Students,

Given is the link for MODS-Assignment-II. Submit it within next week.

MODS_Assignment-II

Friday, July 13, 2012

assignment of SA(backlog 3rd year)

students who have backlog in structure analysis(cvl 204) have to submit mid term paper solution of summer term and do 6 numerical from (ILD, Slope deflection, Three moment theorem,strain energy)
and they have also submit a presentation on any topic of syllabus

mail id : meenu.kalra@sharda.ac.in

last date for submission: 20th july 2012

Thursday, July 12, 2012

Last date of Hydrology presentation - 21 July 2012

Following are the list of topics (Total = 09 Topics) for presentations. You can choose any of them and make presentations using power point.  Last date of presentation - 21 July 2012

1. Hydrological characteristics of Bhakra Nangal Dam

2. Flood control in India

3. Groundwater resources of India

4. National Water Policy 2002

5. Erosion and Reservoir Sedimentation problems in India

6. Artificial ground water recharge

7. Surface water resources of India

8. Runoff and runoff characteristics

9. Flood frequency studies

Thursday, July 5, 2012

Assignment for Environment Engg.(Summer Term)

Assignment  for Environment Engg(Summer Term) is uploaded on the blog (on sir own blog).

Assignment for Steel Structure CVL 305(Summer Term)


Assignment  for Steel Structure CVL 305(Summer Term) is uploaded 
Do it by your own. Don't copy

Steel Structure CVL 305
A1. Compression Member
Assignment Date- 05/07/2012                          Last  Submission Date-  12/07/2012
Q1. What is understood by terms:
i)effective length   ii) radius of gyration       iii) slenderness ratio?
How do the end connections and the shape of the section of the strut influence these?
Q2. Design a double angle compression member carrying a compressive load of 210kN and the strut length between centre to centre of intersection is 2.6m. Given f y=250 MPa.
Q3. Design a single angle compression member carrying a compressive load of 115kN and the strut length between centre to centre of intersection is 190cm.Design also the end connection (ie. riveted  and welded).