1) Design a simply supported rectangular reinforced concrete beam for the span and service loads shown. Use f'c 3000 psi and fy = 60000 psi. Note: The point loads are not at the center of the beam. You can use the equations in the back of the 203 textbook or a shear/moment diagram. Any issues with this please let me know. Also on AISC manual 3-208 Table 3-23 8 kip DL 10 kip LL -9'-0". ·11'-0"- 0.5 kip/ft LL and 0.3 kip/ft DL (excludes beam weight)

1) Design a simply supported rectangular reinforced concrete beam for the span and service loads shown. Use f'c 3000 psi and fy = 60000 psi. Note: The point loads are not at the center of the beam. You can use the equations in the back of the 203 textbook or a shear/moment diagram. Any issues with this please let me know. Also on AISC manual 3-208 Table 3-23 8 kip DL 10 kip LL -9'-0". ·11'-0"- 0.5 kip/ft LL and 0.3 kip/ft DL (excludes beam weight)

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 5.5.14P

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