35. For the beam loading of Figure P3-34, design the beam choosing a commercially available shape in standard SI units from Appendix 15 with the smallest cross-sectional area that will limit the bending stress to 100 MPa. 800 N -09 400N 600 N -03--03: 2 -OSE- -041 С 200 N
35. For the beam loading of Figure P3-34, design the beam choosing a commercially available shape in standard SI units from Appendix 15 with the smallest cross-sectional area that will limit the bending stress to 100 MPa. 800 N -09 400N 600 N -03--03: 2 -OSE- -041 С 200 N
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
![35. For the beam loading of Figure P3-34, design the
beam choosing a commercially available shape in
standard SI units from Appendix 15 with the smallest
cross-sectional area that will limit the bending stress
to 100 MPa.
R₂
800 N
-0.81
400 N 600 N
--0.3 m--03 m--04m-
B
C
|9.3m-22-
200 N](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F026b3ada-4803-4610-a0c3-f68338fcb699%2Fe507b118-0e15-4f42-8543-ff92ec06336f%2Ffantc4o_processed.jpeg&w=3840&q=75)
Transcribed Image Text:35. For the beam loading of Figure P3-34, design the
beam choosing a commercially available shape in
standard SI units from Appendix 15 with the smallest
cross-sectional area that will limit the bending stress
to 100 MPa.
R₂
800 N
-0.81
400 N 600 N
--0.3 m--03 m--04m-
B
C
|9.3m-22-
200 N
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