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4 cards from this section. Quick, good the night before a test.
Define a column moment.
Think about the torque acting on the column.
What is the design sign convention for positive moments?
Consider how moment values are categorized.
What type of load is considered in bottom column moment calculations?
Think about the fundamental definitions of vertical loading.
True or False: Shear forces always remain constant in a structure.
Consider how loads affect various structural components.
Assess the moment on a fixed column experiencing both a distributed vertical load of 20 kN/m over 4 m and a point load of 30 kN at the end.
Decompose the load effects before combining!
Investigate how an increase in the number of floors in a building affects bottom moments in columns below.
Reflect on how more parts equate to greater load distributions.
5 more questions in this section. Enroll free to practise them all.
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