Hello everyone,
I try to model a beam element using rotational springs at the two ends and elastic element between the two.
I am told to compute Moment-vs-Rotation diagrams of the springs. I am not very confident of my knowledge about this.
Can anybody share a more detailed explanation/or...
Hello everyone,
I try to model a beam element using rotational springs at the two ends and elastic element between the two.
I am told to compute Moment-vs-Rotation diagrams of the springs. I am not very confident of my knowledge about this.
Can anybody share a more detailed explanation/or...
Hi Dears,
I am going to analyse a 2D frame for EQ lateral load of an important structure. In the drawing -details attached, I would like to know how the diagonal reinforcements in the joint contribute to resist the compressive force, due to closing of the first story column.
To be specific, I...
"12.10.5.2 — Stirrup area in excess of that required
for shear and torsion is provided along each terminated
bar or wire over a distance (3/4)d from the termination
point. Excess stirrup area shall be not less than
60bws/fyt. Spacing s shall not exceed d/(8βb)."
Could anyone tell me what does...
Hi,
I am going to design a high rise building (16 story) and have to think of water supply as well.
I like to put the Water Tank on the top of the building. Can anyone advice me to do this or not?, what would be its effects (good or bad) on the structural response for lateral loads?
Is there any...
An RC girder is cracked just 120 cm from its support, the crack is deepen enough from all four sides.
What is the major risk for that?
what do i need to do to repair it for use?
respects.
