P = ql. Shear release L. L/2 L/2 (a) Select the most economical wood beam from the table Appendix G; assume q = 55 Ib/ft, L = 16 ft, ow = 1,750 psi, and raw = 375 psi. Include the self-weight of the beam in your design. (Enter the nominal dimensions in inches.) in. x |in. (b) If a C 10 x 25 steel beam is now used for beam ABC, what is the maximum permissible value of load variable q (in Ib/ft)? Assume o = 21 ksi and L = 10.5 ft. Include the self-weight of the beam in your analysis. (Use the section modulus for axis 2-2.) | Ib/ft

P = ql. Shear release L. L/2 L/2 (a) Select the most economical wood beam from the table Appendix G; assume q = 55 Ib/ft, L = 16 ft, ow = 1,750 psi, and raw = 375 psi. Include the self-weight of the beam in your design. (Enter the nominal dimensions in inches.) in. x |in. (b) If a C 10 x 25 steel beam is now used for beam ABC, what is the maximum permissible value of load variable q (in Ib/ft)? Assume o = 21 ksi and L = 10.5 ft. Include the self-weight of the beam in your analysis. (Use the section modulus for axis 2-2.) | Ib/ft

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 5.5.9P

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