For Problems 4.10 to 4.22, design rectangular sections for the beams, loads, and pp values shown. Beam weights are not included in the loads shown. Show sketches of cross sections, including bar sizes, arrangement, and spacing. Assume concrete weighs 150 lb/ft³ 150 lb/ft³, fy = 60,000 psify = 60,000 psi, and f = 4000 psi f = 4000 psi, unless given otherwise. Problem 4.10 -10 ft P₁ = 30 k WD = 3 k/ft - 20 ft Use p = Pb 10 ft

For Problems 4.10 to 4.22, design rectangular sections for the beams, loads, and pp values shown. Beam weights are not included in the loads shown. Show sketches of cross sections, including bar sizes, arrangement, and spacing. Assume concrete weighs 150 lb/ft³ 150 lb/ft³, fy = 60,000 psify = 60,000 psi, and f = 4000 psi f = 4000 psi, unless given otherwise. Problem 4.10 -10 ft P₁ = 30 k WD = 3 k/ft - 20 ft Use p = Pb 10 ft

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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