Language in Matlab Please, and Only need to answer Part B. WS 2016 Assignment 6
ID: 3668838 • Letter: L
Question
Language in Matlab Please, and Only need to answer Part B.
WS 2016 Assignment 6 Assignment due: Before the start of the next Lab Problem 1: Reinforced Concrete Beam [20ptl In construction, concrete is used because of its abundance and low cost. Concrete is strong when it is in compression but is weak when in tension. To circumvent this steel bars (known as rebar) are placed inside the concrete to create a composite material known as reinforced concrete. The goal of this assignment is to start the design process of reinforced concrete with some visualizations. Steel Reinforcing Bar (rebar) At the end of the assignment, given geometric properties of the beam and rebar as well as physical properties of the materials an image should be produced similar to the one shown below. Mass. 95.00Explanation / Answer
MATLAB toolbox consists of modules for the design of Reinforced Concrete structural members including beams (rectangular, tee and l-), columns (rectangular sujected to axial loading and bi-axial bending and circular subjected only to axial loading), slabs (one way and two way) and foundations (square column and wall) on the basis of ACI 318-02. Besides by manual calculations, the working of the programs has been tested by a case study in SAP2000.
The difference in these calculations is 2 - 4% for beams and columns and an average of 15% or 0.06 in2/ft for slabs. The latter differences are due to different methods of analysis used by MATLAB toolbox and SAP2000. Overall, for two way slabs, the design values of SAP2000 for two way slabs are more conservative. Moreover, the design values are small and can be easily affected by rounding off.
The final Toolbox contain following main functions:
1) "rectbeam.m": For design of rectangular beam for flexure and shear and unit width strips slabs or foundations for flexure
2) "tee_or_l_beam": For design of tee and l-beams for flexure.
3) "maxdeflection.m": For calculation of maximum deflection in rectangular, tee and l-beams.
4) "shearreinf_endshears": For design of shear reinforcement of uniformly loaded rectangular, tee and l-beams for defined end shears.
5) "column": For design of longitudinal and confinement reinforcement for circular, square and rectangular columns against axial compression.
6) "column_biaxial_bending.m": For design of longitudinal reinforcement of rectangular columns subjected to axial loading as well as bi-axial bending.
7) "onewayslab.m": For design of one way slabs for flexure and shear.
8) "twowayslab.m": For design of two way slabs for flexure by Moment Coefficient Method, shear and calculation of deflection.
9) "squarefooting.m": For design of square footing under a square column subjected to axial compression for flexure and shear.
10) "wallfoundation.m": For design of foundation under wall subjected to axial compression for flexure and shear.
Related Questions
Navigate
Integrity-first tutoring: explanations and feedback only — we do not complete graded work. Learn more.