Question 1 Show sketches of beam cross sections including bar sizes, arrangement, and spacing. Span length l = 30 ft. Wp = 2 k/ft (not including beam weight) and w = 2 k/ft. p = 0.18fc/fy. Assume concrete weighs 150 lb/ft3. Use h = d +2.5 in. Use an initial assumpt of the beam weight as 550 lb/ft. Use the following b/d ratio: 1.8 < b/d < 1.9. Design rectangular sections for the beam below. fy = 60000 psi and fe = 4000 psi. %3D Wp and w

Question 1 Show sketches of beam cross sections including bar sizes, arrangement, and spacing. Span length l = 30 ft. Wp = 2 k/ft (not including beam weight) and w = 2 k/ft. p = 0.18fc/fy. Assume concrete weighs 150 lb/ft3. Use h = d +2.5 in. Use an initial assumpt of the beam weight as 550 lb/ft. Use the following b/d ratio: 1.8 < b/d < 1.9. Design rectangular sections for the beam below. fy = 60000 psi and fe = 4000 psi. %3D Wp and w

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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