The beam shown in Figure 2 is a W18×40 of A992 steel and has continuous lateral support. Th two concentrated loads are service live loads. Neglect the weight of the beam and, using the Zx Table, determine whether the beam is adequate. a. Use LRFD. b. Use ASD. Note: Check for both flexural strength and shear strength limits. F. 30 k 30 k ↓ 4'4' - W18 × 4

The beam shown in Figure 2 is a W18×40 of A992 steel and has continuous lateral support. Th two concentrated loads are service live loads. Neglect the weight of the beam and, using the Zx Table, determine whether the beam is adequate. a. Use LRFD. b. Use ASD. Note: Check for both flexural strength and shear strength limits. F. 30 k 30 k ↓ 4'4' - W18 × 4

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

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter5: Beams

Section: Chapter Questions

Problem 5.8.3P

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