
Explain how a rigid body reaches static equilibrium by balancing net forces in x and y and by zeroing moment about a point, using moment arms and line of action.
Calculate the support reactions for a statically determinate beam subjected to a partially distributed load.
Calculate the support reactions for a statically determinate beam with an overhang.
Calculate the support reactions for a statically determinate beam with an overhang subjected to a distributed load.
Calculate the support reactions for a simply supported beam subjected to a triangular distributed load.
Calculate the support reactions for a simply supported beam subjected to a trapezoidal distributed load.
The analysis of a statically determinate beam with internal hinges.
The analysis of a statically determinate beam with internal hinges.
The analysis of a statically determinate beam with internal hinges.
The analysis of a statically determinate beam with an internal hinge.
The analysis of a statically determinate beam with internal hinges.
The analysis of a statically determinate beam with internal hinges.
analyze statically determinate two-dimensional trusses using the method of joints, determine support reactions, and compute each member’s axial force as tension or compression.
This video introduces an online tool designed to help students learn how to identify zero-force members in trusses without resorting to numerical calculations.
Truss analysis using the method of joints.
Truss analysis using the method of joints.
Truss analysis using the method of joints.
Truss analysis using the method of joints.
The analysis of a statically determinate truss using the method of joints.
Lecture Notes
Derive and apply shear and moment equations for a statically determinate beam by writing piecewise V(x) and M(x) for left, middle, and right segments.
Lecture Notes
Determine the beam’s shear and moment diagrams from area under the load diagram using support reactions, treating the beam as AB and BC, and identify the maximum moment at B.
This lecture introduces the double integration method to compute beam deflection by relating slope theta to dv/dx, M, and EI, deriving the deflection equation for cantilever and simply supported beams.
Apply the double integration method to find beam deflection by integrating M/EI twice, and use the slope equation theta(x)=dv/dx with boundary conditions at a cantilever to solve for C1, C2.
Use the conjugate beam method to compute deflection in a simply supported beam by treating M/EI as a distributed load and reading the conjugate moment.
Explore reaction influence lines for statically determinate beams, showing how a unit moving load changes B’s reaction and scaling to actual loads in cantilever, simply supported, and hinged beams.
Analyze moving uniformly distributed loads on a truss bridge to determine maximum axial forces in the top chord, bottom chord, and inclined member BC using influence lines.
Apply influence lines to determine maximum reactions, shear, and bending moments in a short-span bridge under permanent deck and girder self-weight and HL-93 transient loads.
Apply the virtual work method to a multi-member frame to compute horizontal displacement and joint rotation, incorporating axial and bending deformations with unit-load and moment analyses.
This course is crafted for undergraduate students specializing in civil/structural engineering and enthusiasts eager to gain a solid foundation in structural analysis. We delve into the core concepts and techniques fundamental to understanding structural behavior and analysis through comprehensive lectures. Our curriculum is designed to provide a practical approach to learning, with extensive examples that apply theoretical concepts to real-world scenarios.
Key topics covered in this course include:
Analysis of statically determinate beams.
Truss analysis using the methods of joints and sections.
Stability and determinacy.
Shear and moment equations and diagrams for beams.
Reaction, shear, and moment influence lines.
Beam deflection using classical techniques such as the double integration method, the conjugate beam method, and the moment area method.
Beam, frame, and truss deflection using the virtual work method.
Analysis of indeterminate structures using the force method, the slope-deflection method, and the moment distribution method.
The course features video lectures, hands-on exercise problems, and quizzes to reinforce learning and application of the covered concepts. We aim to empower students to confidently analyze basic structures, including beams, trusses, and frames, and apply the concepts learned in practical settings. We encourage you to ask any technical questions as you progress through the material. Our dedicated team is here to support your learning journey.