Hi,
While I am using RAM connection standalone version 11.0.0.177 with (EN 1993-EC3) i noticed that there is a value called Zp it is the distance between the bolt line and the weld line but while I am using beam to girder connection this value is taken as the distance between the bolt line and...
I have a a small room inside a huge structure (factory) but not connected to any part of the big structure I don't know if I should take in my consideration the effect of wind load or not because the big structure is already designed with wind load
this my first time to design spreader beam system and I want to share with me your experience
this spreader beam for light duty using and will be checked by the consultant
Are there any data must be added to spreader beams drawing attached?
Link
Please can any one help me to find this paper
"Stability of I-beams under self weight lifting"
Paper by Drs. Dux and Kittipornchai. (Journal of the Australian Institute of Steel Construction), Vol 23, No 2 May 1989.
Hi,
I want to know how to determine the contact area between the forklift tire and ground if the forklift specs:
Tyre Type Pneumatic)
Tyre Size 9.00-20-14PR (I)
Number of Wheel(Front/Rear (x=driven)) 4x/2
I'm about to design a very simple emergency lifter its aim is to lift the workman while the man above the truck,it is required to be simply contains column and cantilever beam the column height=5m and attached cantilever beam length=4m
Does anyone have suggestions how the system can be simple...
Hi all,
My question is how to model a cover for pipe line underground on staad pro. it's the first time to deal with this one, so if anyone has experience about please give me the advice.
The cover length is 1m and its width is . 0.645m the cover repeated along 126m
the depth of cover can be...
I don't understand when we use the external pressure coefficient (GCpf) in case of MWFRS if my case is a steel hanger surrounded by side & end girts? I mean when I try to apply wind loads on the steel hanger I calculate the wind pressure acting on Component & Cladding only.
Dears,
Please check the base plate connection in the attachments and advice me if that possible to use this connection with groove weld for flange, and how to check concrete strength in this case?
please advice if there are any recommendation for this connection
Hi,
I have some questions about slotted connections:
1-what's the difference between short slot & long slot and when we can use each of them?
2-How can I calculate the slot length?
3-Am I forced to use table (J3.3) in AISC to get the slot length according to bolt diameter, if so how I can...
Hello,
Is there a difference between inelastic and plastic, I know that they are the same literally but i ask if they have a different definition in structural analysis.
Hi,
I've this end plate with two bolts around each flange , I hope you can give me a method to get this end plate thickness under axial and shear force as illustrated.
Hi,
Could you please help me if any one have a video explain the mechanism of Side sway web buckling for moment connection.
I search for it in the youtube but I didn't find anything related to this subject
thank you in advance.
Hi,
I ask about weld design for doubler plate in moment connections how can we calculate it,you surely know that it used to improve column's web strength.
When we use plastic design approach to design a structure we multiplies the working loads by (load factor) to get the failure condition of loads then we choose the members which can resist this failure under this loads,my question is: How do we know that this load factor-which is unified- will...
