A propped cantilever beam ABC (see figure) has a shear release just right of the mid-span.P= qlBShear release-L/2L/2lband L = 16 ft, Caw = 1,750 psi, and Taw = 375 psi, Include the self-weight of the beam in your design.(a) Select the most economical wood beam from the table in Appendix G; assume g = 55ftA. 2 x 10в. 3х 12С.4 х 12D. 5 x 12Select the most economical wood beam-Select-(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? Assume oas = 14 ksi and L = 10 ft. Include the self-weight of the beam in your analysis. Round your answer to one decimal.Ibquax =ft

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A propped cantilever beam ABC (see figure) has a shear release just right of the mid-span. P- qL Shear release LI2 LI2- (a) Select the most economical wood beam from the table in Appendix G; assume g = 55 lb and L = 16 ft, Cau = 1,750 psi and Taw = 375 psi, Include the self-weight of the beam in your design. ft A. 2 x 10 B. 3 x 12 C. 4 x 12 D. 5 x 12 Select the most economical wood beam -Select- (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? Assume oas = 14 ksi and L = 10 ft. Include the self-weight of the beam in your analysis. Round your answer to one decimal. Ib Qunax = ft

A propped cantilever beam ABC (see figure) has a shear release just right of the mid-span. P- qL Shear release LI2 LI2- (a) Select the most economical wood beam from the table in Appendix G; assume g = 55 lb and L = 16 ft, Cau = 1,750 psi and Taw = 375 psi, Include the self-weight of the beam in your design. ft A. 2 x 10 B. 3 x 12 C. 4 x 12 D. 5 x 12 Select the most economical wood beam -Select- (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? Assume oas = 14 ksi and L = 10 ft. Include the self-weight of the beam in your analysis. Round your answer to one decimal. Ib Qunax = ft

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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A propped cantilever beam ABC (see figure) has a shear release just right of the mid-span. P = qL C A B Shear release- L L/2 L/2 – (a) Select the most economical wood beam from the table in Appendix G; assumeq = 55 Ib/ft, L = 16 ft, o = 1,750 psi, and t = 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.) as Ib/ft
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