3. A 10 ft long cantilever beam supports 5 kips at the end. The beam is a W12x36 steel section of A36 structural steel (see Appendix E for properties of the W12x36 section and Appendix D for properties of A36 steel). Compute the maximum deflection using both Appendix F or the moment-area method demonstrated in class.
3. A 10 ft long cantilever beam supports 5 kips at the end. The beam is a W12x36 steel section of A36 structural steel (see Appendix E for properties of the W12x36 section and Appendix D for properties of A36 steel). Compute the maximum deflection using both Appendix F or the moment-area method demonstrated in class.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![3. A 10 ft long cantilever beam supports 5 kips at the end. The beam is a W12x36 steel section
of A36 structural steel (see Appendix E for properties of the W12x36 section and Appendix D
for properties of A36 steel). Compute the maximum deflection using both Appendix F or the
moment-area method demonstrated in class.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F8f3ef0ab-250e-4369-82b5-8daab2d7e14e%2F4c40fe17-41be-49f4-8424-80e1f11ce3f7%2Fanw2jf8_processed.png&w=3840&q=75)
Transcribed Image Text:3. A 10 ft long cantilever beam supports 5 kips at the end. The beam is a W12x36 steel section
of A36 structural steel (see Appendix E for properties of the W12x36 section and Appendix D
for properties of A36 steel). Compute the maximum deflection using both Appendix F or the
moment-area method demonstrated in class.
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