6-1.2-1: Find lightest W14 for L = 20', P = 600k E = 29,000ksi, Fb = 30ksi and Fv = 20ksi. 30. CONTINUOUS BEAM-TWO EQUAL SPANS-CONCENTRATED LOAD AT CENTER OF ONE SPAN Total Equiv. Uniform Load 13 p 8 P 2 R,= V₁.. 32 R R₂ R₁ R₂= V₁ + V₂. 11 p 16 V₁ R= V₁. V₂ Mmax (at point of load). M. (at support R)..... .......... Amax (at 0.480 / from R.).... M Inax Shear Moment M₁ V₂ ********** ********** 11 = 11 P 11 32 19 p 32 = 3. Pl 13 64 = PI 32 0.015 P³ El

6-1.2-1: Find lightest W14 for L = 20', P = 600k E = 29,000ksi, Fb = 30ksi and Fv = 20ksi. 30. CONTINUOUS BEAM-TWO EQUAL SPANS-CONCENTRATED LOAD AT CENTER OF ONE SPAN Total Equiv. Uniform Load 13 p 8 P 2 R,= V₁.. 32 R R₂ R₁ R₂= V₁ + V₂. 11 p 16 V₁ R= V₁. V₂ Mmax (at point of load). M. (at support R)..... .......... Amax (at 0.480 / from R.).... M Inax Shear Moment M₁ V₂ 11 = 11 P 11 32 19 p 32 = 3. Pl 13 64 = PI 32 0.015 P³ El

Steel Design (Activate Learning with these NEW titles from Engineering!)

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter10: Plate Girders

Section: Chapter Questions

Problem 10.7.8P

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