Hello,
I'm facing a problem where has been said that a huge water induction in a steam turbine prevent the main stop valve from close.
I wonder to known if this sounds good for anyone or about papers that treat this subject.
Thanks.
JokaSteel.
Hello Fellow Engineers,
I am working with stainless steel 316L(25oC) under the ASME Standard. I didn't find the fatigue curve for such steel, as the nomenclature in ASME Section II Part D is not usual to me. Could someone help me in finding such curve?
Thanks,
Joka.
Does anybody known how to calculate the effective section modulus for angles. The design is by Eurocode and for a 3"x3"x5/15" angle, SAP2000 give me Weff,y=0.707 in^4 and Wy=1.746in^4. Also the effective area is igual the section area. I would expect such sections with the same modulus.
Anybody...
Hello,
Does anyone known how calculate the effective section modulus for an angle section ? I am using Eurocode, which is not clear in this matter...
I have an 3"x3"x5/16" Angle and SAP2000 gave me Wel,yy=0.707in^4 and Weff,yy=1.746in^4. Also, A=Aeff, i.e., the effective area it takes as the...
Hello,
I have a box of bars supporting a bar inside the cube (imagine 8 bars on the edges of a cube and one bar, parallel to either side, but at the center of the cube) .
I have modeled with SAP2000 frames and I need to link the internal bar so that I transfer only the mass to the box...
Hello everyone,
I am a beginner in the seismic analysis and I am stuck in two points. To illustrate my first question, I will take as example a 2 rigid floor building. My doubt is after the response spectrum analysis (suppose horizontal load) is performed; If I want to perform an static...
