- Concrete weight: wt = 150 pcf - Concrete compressive strength: f'c = 4000 psi - Steel tensile strength: fy = 60 ksi - Stirrup consists of #4 bar - Framing members are not exposed to weather or in contact with soil. Determine the magnitude of the factored point load assuming the dead load = 150psf and live load = 60psf Note: Load factor: U = 1.2D + 1.6L 30-0¹ a= X 83 Column- 899 30-0 Dean- -Sab Mark B4 D4 3 B3 PD & PL L= B 30-0¹ BI D2 BI -Girder PD & PL a= Tre re 13-4 05 40-0¹

- Concrete weight: wt = 150 pcf - Concrete compressive strength: f'c = 4000 psi - Steel tensile strength: fy = 60 ksi - Stirrup consists of #4 bar - Framing members are not exposed to weather or in contact with soil. Determine the magnitude of the factored point load assuming the dead load = 150psf and live load = 60psf Note: Load factor: U = 1.2D + 1.6L 30-0¹ a= X 83 Column- 899 30-0 Dean- -Sab Mark B4 D4 3 B3 PD & PL L= B 30-0¹ BI D2 BI -Girder PD & PL a= Tre re 13-4 05 40-0¹

Steel Design (Activate Learning with these NEW titles from Engineering!)

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter9: Composite Construction

Section: Chapter Questions

Problem 9.1.3P

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