The steel frame shown below (E = 29,000 ksi) is subjected to a single lateral force of 20 kips. The supports at D, E, and F can be assumed fully fixed, and the joints at A, B, and C are rigid. Conduct a moment distribution on the frame to determine the magnitude of the fixed-end moments at support E (in units of k-ft). Note: The moment of inertia of column CF is also 400 in“. A | = 600 in* В | = 600 in* 20 kips 20 ft |= 400 inª | = 400 in4 D E F 40 ft 40 ft

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Axial Load

When a bar of the uniform cross-section is acted by a load, such that the load acts along the longitudinal axis of the bar, such kinds of loadings are known as axial loadings. In general terms, a load is an external force acting on a component. An axial load acts perpendicular to the geometric cross-section of the component. Based on the direction of the application of the load, an axial load can be tensile or compressive. The analysis of bodies under the action of axial loads is generally studied under the branch of mechanics, known as statics.