Matlab's program

Employer
[no-member:pro]Valery[/no-member:pro]Valery
Project parameters
Type of cooperationPeriodic employment
SectionSoftware development
Prepaymentprepayment is possible
Payment methodsBank transfer, Electronic money
Acceptance of requestsclosed
Project description
You need to write a program for Matlab!
Calculation of the hinge-operated beam on the action of loads: uniformly distributed, concentrated (in the amount of three pieces), on the action of torque (one).
At the same time, all loads must be open to access for entry.
The next initial data is the material of the beam (steel, wood, reinforced concrete should fall out).
The next source is the range. For example, if the beam is metallic,
Then the guests should fall out on the profile and then the types of these profiles themselves.
The results of the calculation shall show:
- force epure (M, Q, N), kN;
- deformed pattern showing deflections, mm
- calculation of the beam (strength, deformation, stability) and the possibility of automatic selection of the cross section (in case the initial beam does not satisfy the I and II states).
I will send an example of a similar program to the post office if we agree.
We need a programmer with knowledge of sopromat. A little later, you will need a specialist in MCE (calculation of the floor plate)
Calculation of the hinge-operated beam on the action of loads: uniformly distributed, concentrated (in the amount of three pieces), on the action of torque (one).
At the same time, all loads must be open to access for entry.
The next initial data is the material of the beam (steel, wood, reinforced concrete should fall out).
The next source is the range. For example, if the beam is metallic,
Then the guests should fall out on the profile and then the types of these profiles themselves.
The results of the calculation shall show:
- force epure (M, Q, N), kN;
- deformed pattern showing deflections, mm
- calculation of the beam (strength, deformation, stability) and the possibility of automatic selection of the cross section (in case the initial beam does not satisfy the I and II states).
I will send an example of a similar program to the post office if we agree.
We need a programmer with knowledge of sopromat. A little later, you will need a specialist in MCE (calculation of the floor plate)