What is the primary action of beams in resisting loads?

Prepare for the NYSID Materials and Methods Exam 1. Study with flashcards and multiple choice questions, each question has hints and explanations. Get ready for your exam!

Multiple Choice

What is the primary action of beams in resisting loads?

Explanation:
Beams resist loads mainly through bending (flexure). When a beam spans between supports and carries a transverse load, it develops bending moments that cause the beam to curve. This curvature produces tensile stresses on one side and compressive stresses on the opposite side, described by sigma = M*y/I, with M the bending moment and y the distance from the neutral axis. Shear exists and is important for overall strength, but the dominant response of a beam to typical transverse loads is bending, not pure tension or compression. If a member were to carry loads only in tension, it would be a tie, and if only in compression, a column—neither is a beam’s primary action.

Beams resist loads mainly through bending (flexure). When a beam spans between supports and carries a transverse load, it develops bending moments that cause the beam to curve. This curvature produces tensile stresses on one side and compressive stresses on the opposite side, described by sigma = M*y/I, with M the bending moment and y the distance from the neutral axis. Shear exists and is important for overall strength, but the dominant response of a beam to typical transverse loads is bending, not pure tension or compression. If a member were to carry loads only in tension, it would be a tie, and if only in compression, a column—neither is a beam’s primary action.

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