BSB170 Building Structure I UITM Assignment Sample Malaysia

BSB170 Building Structure I is a course that introduces students to the fundamental principles of building structures. The course covers topics such as loads and forces, structural analysis, materials properties, and design methodologies for simple structures. Throughout the course, students will learn about the behavior of different types of structural elements, including beams, columns, and trusses. They will also explore the use of different materials in construction, such as concrete, steel, and timber.

The course typically includes lectures, tutorials, and practical exercises, such as problem-solving exercises and design projects. Students will also have the opportunity to develop their technical drawing skills and learn how to use software tools to analyze and design structures. Upon completion of the course, students should have a solid understanding of the basic principles of building structures, which will prepare them for further studies in architecture, engineering, or construction-related fields.

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In this section, we will describe some assignment objectives. These are:

Assignment Objective 1: Determine shear force and bending moment method based on statically determinate beams and determining the second moment area of method.

Shear force and bending moment diagrams are commonly used in structural analysis to determine the internal forces and moments in a beam. This analysis can be performed using the method of sections, which involves cutting the beam at a specific point and analyzing the forces and moments on one side of the cut.

The first step in this analysis is to determine the reactions at the supports of the beam. This can be done using the equations of equilibrium, which state that the sum of the forces and moments acting on a body must be equal to zero. Once the reactions are known, the shear force and bending moment diagrams can be constructed using the following steps:

  1. Draw the beam and the reactions at the supports.
  2. Choose a section of the beam to analyze.
  3. Cut the beam at the chosen section and draw a free-body diagram of the portion of the beam to one side of the cut.
  4. Apply the equations of equilibrium to the free body diagram to determine the shear force and bending moment at the section.
  5. Repeat this process for additional sections along the length of the beam.

The second-moment area method is used to determine the bending moment and deflection of a beam. This method involves calculating the second moment of area for a section of the beam, which is a measure of the resistance of the section to bending. The second moment of area is calculated by multiplying the area of each element in the section by the square of its distance from a reference axis. The total second moment of area for the section is then calculated by summing the second moments of all the elements.

Once the second moment of area is known, the bending moment at a specific point on the beam can be calculated using the following equation:

M = EI / R

where M is the bending moment, E is the modulus of elasticity of the material, I is the second moment of area, and R is the radius of curvature of the beam at the point of interest. The radius of curvature can be calculated using the following equation:

R = M / (EI)

By combining the methods of shear force and bending moment analysis with the second-moment area method, the internal forces and moments in a statically determinate beam can be accurately determined.

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Assignment Objective 2: Analyze axial force for statically determinate pinned joint structure (focuses on roof trusses).

Roof trusses are commonly used structural elements in building construction to support the roof load and transfer it to the columns or walls of the building. A roof truss typically consists of a series of interconnected triangles that provide stability and strength to the structure. The analysis of axial force for a statically determinate pinned joint structure, such as a roof truss, is essential to ensure that the structure can safely withstand the expected load.

Axial force is the force acting along the axis of a structural member, such as a beam or a truss member. In a statically determinate structure, the internal forces in each member can be determined by applying the equilibrium equations, which require that the sum of forces and the sum of moments at any joint be zero. For a pinned joint structure, the forces acting on a joint can be resolved into axial forces and shear forces.

To analyze the axial force in a roof truss, we first need to identify the type of truss and the external loads acting on it. There are various types of roof trusses, such as king post truss, queen post truss, Howe truss, Pratt truss, and Warren truss, each with its specific design and load capacity. Once we determine the type of truss, we can calculate the reactions at the supports and the internal forces in each member.

The internal forces in each member can be determined by using the method of joints or the method of sections. The method of joints involves analyzing the forces at each joint by considering the equilibrium of forces in the x and y directions, while the method of sections involves cutting the truss along a section and analyzing the forces acting on the cut members. Both methods can be used to determine the axial force in each member.

Assignment Objective 3: Analyze timber structures accordance with relevant standard.

Timber structures are typically analyzed and designed in accordance with national or international standards, depending on the country and jurisdiction in which the structure is being built. The most commonly used standards for timber structures are the European Standard EN 1995-1-1 (Eurocode 5) and the American National Design Specification for Wood Construction (NDS).

The analysis of timber structures typically involves the following steps:

  1. Determination of loads: The loads acting on the structure, such as dead loads, live loads, wind loads, snow loads, and earthquake loads, need to be determined in accordance with relevant codes and standards.
  2. Calculation of member forces and stresses: The forces and stresses in each structural member (beams, columns, trusses, etc.) need to be calculated using appropriate structural analysis techniques, such as the method of sections or the moment distribution method.
  3. Verification of member strength: The calculated forces and stresses are then compared to the strength of the members, which is determined using the relevant timber design code or standard. The strength of timber is affected by various factors, including the species of timber, the size and shape of the member, and the direction and duration of the load.
  4. Design of connections: The connections between the timber members also need to be designed to resist the forces and stresses acting on them. The design of connections typically involves determining the required size and number of fasteners, such as bolts or nails, and ensuring that they are installed in accordance with the relevant standards.
  5. Overall stability check: Finally, the overall stability of the structure needs to be checked to ensure that it is capable of resisting lateral forces, such as wind or earthquake loads, and that it will not collapse due to buckling or overturning.

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