Transcription of Bending Stresses in Beams
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Bending Stresses in Beams
University of Michigan, TCAUP Structures I Slide 1 of 19 Architecture 314 Structures I Bending Stresses in Beams Elastic Bending Stress Equation Section Modulus Flexure CapacityUniversity of Michigan, TCAUP Structures I Slide 2 of 19 Elastic BendingFlexure results in internal tension and compression forces, the resultants of which form a couple which resists the applied the initial unloaded state, all transverse sections are application of load causes the member to bend in a curve.
Beam Design – Glulam Using Glulam Timber: Fb = 1250 psi ( DF grade L3) University of Michigan, TCAUP Structures I Slide 17 of 19 Section Properties Using Glulam Timber: Glulam Timbers – 8 ¾” wide Sx required = 307.2 in3 University of Michigan, TCAUP Structures I Slide 18 …
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