Hi All,
I have to design a welded tubular connection that connects 2 tubular members (like a T shape) in an off-shore platform jacket. One of the tubulars is a column (2225x80mm) and the other is a brace(1100X25mm). The brace exerts torsion on the column beside in-plane and out-of-plane bending...
Hi All,
I have to design a tubular connection that connects a tubular stub with a Jacket Leg (tubular with thickened part). The tubular stub exerts torsion on the jacket leg (in addition to the axial, and bending moments). As far as I know, according to AP-RP2A-WSD, tubular joint capacity...
is there a way in SAP2000 to make analysis for the model to report specific joint displacements only without stresses and forces being reported for the whole model members. This is required sometimes in time history analysis where the required output takes a huge amount on the memory and the...
I am preparing to take FE exam next April. I have my undergraduate engineering program out of US, So, I think I have to get my credentials evaluated from NCEES credential evaluator.
I want to know how long does it take for NCEES to evaluate my credentials? (I searched their web site for this...
Hi,
Are there any manuals or text books giving solved examples for API-RP 2A? I am engaged in an offshore design job and want to study about “fatigue analysis and design” for fixed off shore platforms.
Any book or web site links will be a great help to me.
Thanks for your help
Hi,
I want to check floor vibration criteria for a platform (industrial structural steel platform) carrying an equipment producing vibration.
Is there any one knows how to make a floor vibration analysis for a platform mounted by equipment?. The equipment manual provides all important...
Any one can help me to find any material regarding structural steel buildings in aluminum plants, or give any website which provides information about the structural concepts used in Aluminum plants buildings.
Thanks for your help
Would anyone help me to find the latest version of ASCE publication with the name “Guidelines For Seismic Evaluation And Design For Petrochemical Facilities”, which prepared by the petrochemical committee of the energy division of the ASCE.
Thanks in advance
I have a discussion with my coworker about footing design subjected to vertical forces due to D, L, and E loads. The soil report permits a 1/3 increase in allowable soil stress for transient load conditions.
I say the following points,
1. To get the max expected soil compression stress and the...
Item 11.7.3 in ASCE7-05 says “Any smaller portion of the structure shall be tied to the remainder of the structure with elements having design strength of not less than 5 percent of the portion's weight.”
What is the relation between the 5% portion's weight and the element design strength?. Can...
ASCE7-05 gives provision (12.9.4) which addressing the scaling of the combined response for the modal base shear (Vt) when it is less than 85 percent of the calculated base shear (V) using the equivalent lateral force procedure. But, there is no statement for the case when the modal base shear...
I have some questions in STAAD, it will be appreciated if someone helps me.
1. How to change the units to SI (kN, m, c) in the concrete design check module (in choosing the design brief).
2. How to make a tapered rectangle section.
3. How to make a star shaped angles.
4. How to change the...
I am designing an industrial framed RC structure that has a vertical steel platform towers attached to the roof (the mass of the steel structure is neglected and not contributing in the main lateral resisting system, just for accessing some steel silo structures for maintenance). The total...
I have a problem in determining the wind coefficients on a MWFRS of a multi-gabled roof for a warehouse. One of my friends advised me to use the coefficients addressed in ASCE for low rise buildings, but I am not convinced. The ware house is the biggest in the world as my team leader tolled me...
I have a problem in determining the wind coefficients on a MWFRS of a multi-gabled roof for a warehouse. One of my friends advised me to use the coefficients addressed in ASCE for low rise buildings, but I am not convinced. The ware house is the biggest in the world as my team leader tolled me...
