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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 = 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 = 10 ft

Structural Analysis
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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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 = 10 ft
Transcribed Image Text: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 = 10 ft
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