Compact beams - PowerPoint PPT Presentation

B-1

B. A. M. f b. V. R A. (a). c. M. y. y. x. x. (b). f max. BEAMS. Chap. (7).

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401 views • 19 slides

B-1

B. A. M. f b. V. R A. (a). c. M. y. y. x. x. (b). f max. BEAMS. Chap. (7).

★ ★ ★ ★ ★

297 views • 19 slides

B-1

B. A. M. f b. V. R A. (a). c. M. y. y. x. x. (b). f max. BEAMS. Chap. (7).

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337 views • 19 slides

B-14

LRFD Design of Compact Beams. 1 – Full section Yielding (L b ≤ L p ): M n = M p = FyZ x (AISC F 2.1) 2 – Inelastic Lateral Torsional Buckling ( L p &lt; L b ≤ L r ): 3 – Elastic Lateral Torsional Buckling (L r &lt; L b ): M n = F cr S x ≤ M p (AISC F-2.3) where:.

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804 views • 12 slides

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