Recent content by dmurugan

Hi..Please find the report that i made in the attachment. Thank you.

Existing Setup in the plant: Which has one 10" pipe, I got a M.I of 367.8056 and a total stress of 12,933.122 p.s.i.. New Configurations: I did it for 3" size pipe.with O.D 3.5 " and I.D 2.3"..The Moment Of Inertia that i got is 361.3455 and the total stress is 17,144.2566 p.s.i.. And...

Existing Setup in the plant: Which has one 10" pipe, I got a M.I of 367.8056 and a total stress of 12,933.122 p.s.i.. New Configurations: I did it for 3" size pipe.with O.D 3.5 " and I.D 2.3"..The moment of inertia that i got is 361.3455 and the total stress is 17,144.2566 p.s.i...

Thanks a lot..mean while i was tryin to figure how u got tat Moment of Inertia value..??..also I made very detail shear force and bending moment diagram from which i got the Mmax..through which i can substitute the value of sigma max of the web material and i could calculate section modulus of...

1. width is 1 inch , height is 2 inches and the length is 25 ft. 2. Yes it is 0.750'' thick 3. Web is made of a normal mild steel a 1018 or A-36 and the pipes are Seamless Welded pipes. 4. It is staticaly loaded 5. Beam are attached to a concrete wall at the ends. 6. The pipe carries water...

Hi Berkeman..Its a work project actually..I am student doing an Internship at a steel plant..My specialization is in component design and layout..but they came up with this project in which i haven't got any experience..All they ask for is a approximate value of how much load the new...

yes i want to go ahead with the calculations and i am quite sure about the theory...could u help me out..??

!kindly look at the attachment to better understand! I have a project which has this configuration of two 5" dia double E.H,25 ft long pipe separated by a web vertically of dimension 1x2x25 inches also simply supported at the ends. If you could visualize by rotating the below thing by 90...