Hello all,
I'm looking for clarification on whether or not I need supplementary reinforcement within a 900x1000mm beam to which a 30mm cast-in shear plate with 30 welded anchor studs (5 rows of 6) is fixed. The studs are 30mm in diameter. There is a shear force of 1400kN acting on the shear...
Many thanks for the replies all,
Just wanted to clear some things up that I should have mentioned in the initial post. Attachments seems to be working for me now so I've now uploaded the manufactures sheet for the beam in question.
To address rb1957's comment, this is not a school question...
Good evening
I cannot for the life of me remember how one could calculate shear capacity of an alluminium beam (used for formwork/falsework applications) and it's embarressing. Given the following information, can someone put me out of my misery?
Cross sectional area, = 3000 mm2
E = 69000 MPa...
Hi all,
As a useful excersize for my novice self, I have modelled a 3rd floor 300thk RC slab (that has already been built) using FEM, so that I can add loads in certain places to see the behaviour of the slab and supports...
In my FE model (using Autodesk Robot), I have added linear pinned...
Thank you for this great advice.
Yes, I just wanted to ask the question of how one would go about analysing slabs with an irregular column layout so I didn't want to go too much into detail.
In regards to the 13m length of beam - Do you mean that the number is not correct or the approach...
jdonville, BAretired, retired13, WARose thank you for your responses.
Although I'm a student, this is actually for work. I included that part in the post to indicate my level of experience. Checking for flexure, shear and punching shear is exactly what I've done but I'm uncertain if this is...
Hi all,
I am a masters student in structural engineering & temporary works so any help, tips & pointers on how to go about the following would be very much appreciated.
I need to check the effect of compression/tension loads on a 300thk flat two way slab due to having to install a cantilever...
Thanks for your reply. I have uploaded the file to 2shared:
http://www.2shared.com/file/oWdQpSAd/1_STORY_FIXED__PRE_PLAY_.html
The relative displacements, deemed just "Displacements" in the table look fine, its just the absolute displacements which is a cause for concern.
thanks again
Johnbridge231, thanks for the response. Yes the structure is fully restrained, although I'll mention the way it was restrained (via Define->Joint restraints) in case there is some other way I don't know about (I'm still quite new to the programme).
Thanks
I am not getting 0 as my absolute displacement for joint 1 in my simple 1-storey 3D frame structure when I apply an earthquake load, rather I am getting 60mm in the U1 direction (the rest are 0).
The frame is fully restrained.
I am new to SAP2000, can somebody please explain what I am doing...
Hello
After clicking "Run Analysis" my structure seems to automatically display MODAL deformed shape and the animation button is no longer there.
Does anybody know how to get it back?
thanks
Hello guys. I'm new to this forum, it looks amazing.
I am stuck on step 74 in this SAP2000 tutorial: http://www.comp-engineering.com/downloads/manuals/SAP2000/English/AtoZExampleProblems/Problem_O.pdf
However, I can't seem to find "Analysis cases" because I'm assuming that these tutorials were...
