Design a rectangular section for the following beam considering the given loading. The weight of the beam is included in the given loading. Use pmax such that will not be less than 0.9. Show sketch of cross section including bar sizes, arrangement, and spacing. Verify that the bar layout will fit within the width of the selected beam cross section. Verify that the selected bars will not exceed the targeted reinforcing ratio (pmax). Assume normal weight concrete that weighs 150 pcf, fy = 60,000 psi, and fc' = 4000 psi. 10' PL = 35 kips WD = 2.5 k/ft 10¹-

Design a rectangular section for the following beam considering the given loading. The weight of the beam is included in the given loading. Use pmax such that will not be less than 0.9. Show sketch of cross section including bar sizes, arrangement, and spacing. Verify that the bar layout will fit within the width of the selected beam cross section. Verify that the selected bars will not exceed the targeted reinforcing ratio (pmax). Assume normal weight concrete that weighs 150 pcf, fy = 60,000 psi, and fc' = 4000 psi. 10' PL = 35 kips WD = 2.5 k/ft 10¹-

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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