________________________________________________________________________ PROBLEM (10.114) Calculate the maximum slope and maximum deflection of the cantilever beam in Fig. P10.108 for an S 6 x 12.5 shape (see Table B.9). Given: w = 6 kips/ft, L = 8 ft, E = 30 x 106 psi. SOLUTION Table B.9: I = 22.1 in.4 See solution of Prob.10.110: w0 L3 24 EI (6 12)(103 )(8 × 12)3 = = 27.8 × 10−3 rad 6 24(30 × 10 )(22.1) θ max = θ A = Similarly, w0 L4 ↓ 30 EI (6 12)(103 )(8 × 12) 4 = = 2.135 in. ↓ 30(30 × 106 )(22.1) vmax = v A = Excerpts from this work may be reproduced by instructors for distribution on a not-for-profit basis for testing or instructional purposes only to students enrolled in courses for which the textbook has been adopted. Any other reproduction or translation of this work beyond that permitted by Sections 107 or 108 of the 1976 United States Copyright Act without the permission of the copyright owner is unlawful.