Hi all! I have a problem with my calculations. A customer has a boiler operating @ 1385 psi. For blowdown (to atmospheric tank) they intend to open a valve on a line attached to the boiler (connected to blowdown tank) and I'm trying to calculate the maximum flow possible through the 1.5"...
Can someone explain to me how the allowable axial stress for a W shape column (being used as a support leg ~ 24" high) is determined? I have two differnt (or maybe the same?) ways, but am not sure which to use.
AISC has a table that depends on the value of (K1*L/r). There is a table...
I am trying to verify some equations relating to the design of anchor bolts on the saddle of a horizontal vessel in a seismic / wind load design situation.
My understanding is that anchor bolt design is governed by one of three load cases including: longitudinal load, shear load, and...
I am trying to verify some equations relating to the design of anchor bolts on the saddle of a horizontal vessel in a seismic / wind load design situation.
My understanding is that anchor bolt design is governed by one of three load cases including: longitudinal load, shear load, and...
I am trying to verify some equations relating to the design of anchor bolts on the saddle of a horizontal vessel in a seismic / wind load design situation.
My understanding is that anchor bolt design is governed by one of three load cases including: longitudinal load, shear load, and...
I am trying to verify some equations relating to the design of anchor bolts on the saddle of a horizontal vessel in a seismic / wind load design situation.
My understanding is that anchor bolt design is governed by one of three load cases including: longitudinal load, shear load, and...
I am trying to verify some equations relating to the design of anchor bolts on the saddle of a horizontal vessel in a seismic / wind load design situation.
My understanding is that anchor bolt design is governed by one of three load cases including: longitudinal load, shear load, and...
I am trying to verify some equations relating to the design of anchor bolts on the saddle of a horizontal vessel in a seismic / wind load design situation.
My understanding is that anchor bolt design is governed by one of three load cases including: longitudinal load, shear load, and...
I am trying to verify some equations relating to the design of anchor bolts on the saddle of a horizontal vessel in a seismic / wind load design situation.
My understanding is that anchor bolt design is governed by one of three load cases including: longitudinal load, shear load, and...
I am looking for a correct formula for the bending stress in the saddle base plate of a horizontal pressure vessel. The current formula I have has incorrect units.
fb = [(6*M)/(tb^2)] is the formula I'm using (units of lb/in instead is lb/in^2), where fb = bending stress, M = bending moment...
I am looking for a correct formula for the bending stress in the saddle base plate of a horizontal pressure vessel. The current formula I have has incorrect units.
fb = [(6*M)/(tb^2)] is the formula I'm using (units of lb/in instead is lb/in^2), where fb = bending stress, M = bending moment...
I am looking for a correct formula for the bending stress in the saddle base plate of a horizontal pressure vessel. The current formula I have has incorrect units.
fb = [(6*M)/(tb^2)] is the formula I'm using (units of lb/in instead is lb/in^2), where fb = bending stress, M = bending moment...
I am looking for a correct formula for the bending stress in the saddle base plate of a horizontal pressure vessel. The current formula I have has incorrect units.
fb = [(6*M)/(tb^2)] is the formula I'm using (units of lb/in instead is lb/in^2), where fb = bending stress, M = bending moment...
I am looking for a correct formula for the bending stress in the saddle base plate of a horizontal pressure vessel. The current formula I have has incorrect units.
fb = [(6*M)/(tb^2)] is the formula I'm using (units of lb/in instead is lb/in^2), where fb = bending stress, M = bending moment...
Could anyone point me in the direction of a good (quality) pressure vessel design book? I'm looking for a book with equations/explinations of design proceedures. I currently have the Pressure Vessel Design Manual (by Dennis Moss). The book has everything I am looking for as far as vessel...
Could anyone point me in the direction of a good (quality) pressure vessel design book? I'm looking for a book with equations/explinations of design proceedures. I currently have the Pressure Vessel Design Manual (by Dennis Moss). The book has everything I am looking for as far as vessel...
Could anyone point me in the direction of a good (quality) pressure vessel design book? I'm looking for a book with equations/explinations of design proceedures. I currently have the Pressure Vessel Design Manual (by Dennis Moss). The book has everything I am looking for as far as vessel...
I am trying to follow the Pressure Vessel Design Manual's (by Dennis R. Moss) proceedure for the design of lug supports. I have run into a units proplem, however. The equation for the uniform load on base plate (w) has the wrong units. In the notation (nomenclature) section, (w) is stated to...
