Yes. prob. the architect called out that design. And at what cost to the fabricator - provided he covered that in his bid. A straight WF would of done the job no doubt. IMO, the architects usually run up the cost of a job.
1)finding the bending moment function and any values along the beam.If you find the load function,you can find the shear ,and then moment ;the method to be used is as you know is integration method,but remember you will only get general solution of these expressions because the constant of integration is unknown,how can I find them, where do I go for them? them means two,two constant of integration, in particular the initial shear and moment,they are coordinates values or simply points........
Yes. prob. the architect called out that design. And at what cost to the fabricator - provided he covered that in his bid. A straight WF would of done the job no doubt. IMO, the architects usually run up the cost of a job.
buddydog1956 8 months ago
Please calculate loads on an arched beam, with a 1 foot rise and 6 - 10 foot span.
onebloodlove1 1 year ago
1)finding the bending moment function and any values along the beam.If you find the load function,you can find the shear ,and then moment ;the method to be used is as you know is integration method,but remember you will only get general solution of these expressions because the constant of integration is unknown,how can I find them, where do I go for them? them means two,two constant of integration, in particular the initial shear and moment,they are coordinates values or simply points........
diflection1 1 year ago