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2. A simply supported with 38' span, b = 21", h = 32", d = 29", D = 1.533 klf, L = 2.650 klf, same properties as previous problem: f = 4.5 ksi, normal weight concrete and fy = 60 ksi (1) Find V using AC1318-22 Table 22.5.5.1 (2) Find needed Vs = V₁ - Vc at d from support, then find the needed and practical spacing for #3 stirrups, fy = 60 ksi at that location. (3) Finds for minimum stirrups. Minimum stirrups are no longer needed how far from the support? (4) Please clear draw the stirrup layout (refer class example) along the beam 21" 29" 32" including beam lot D-1.533ft L-2.650k/ft 38'span

2. A simply supported with 38' span, b = 21", h = 32", d = 29", D = 1.533 klf, L = 2.650 klf, same properties as previous problem: f = 4.5 ksi, normal weight concrete and fy = 60 ksi (1) Find V using AC1318-22 Table 22.5.5.1 (2) Find needed Vs = V₁ - Vc at d from support, then find the needed and practical spacing for #3 stirrups, fy = 60 ksi at that location. (3) Finds for minimum stirrups. Minimum stirrups are no longer needed how far from the support? (4) Please clear draw the stirrup layout (refer class example) along the beam 21" 29" 32" including beam lot D-1.533ft L-2.650k/ft 38'span

Construction Materials, Methods and Techniques (MindTap Course List)
Construction Materials, Methods and Techniques (MindTap Course List)
4th Edition
ISBN:9781305086272
Author:William P. Spence, Eva Kultermann
Publisher:William P. Spence, Eva Kultermann
Chapter9: Pre-cast Concrete
Section: Chapter Questions
Problem 5RQ
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2. A simply supported with 38' span, b = 21", h = 32", d = 29", D = 1.533 klf, L = 2.650 klf, same properties as previous problem: f = 4.5 ksi, normal weight concrete and fy = 60 ksi (1) Find V using AC1318-22 Table 22.5.5.1 (2) Find needed Vs = V₁ - Vc at d from support, then find the needed and practical spacing for #3 stirrups, fy = 60 ksi at that location. (3) Finds for minimum stirrups. Minimum stirrups are no longer needed how far from the support? (4) Please clear draw the stirrup layout (refer class example) along the beam 21" 29" 32" including beam lot D-1.533ft L-2.650k/ft 38'span
Transcribed Image Text:2. A simply supported with 38' span, b = 21", h = 32", d = 29", D = 1.533 klf, L = 2.650 klf, same properties as previous problem: f = 4.5 ksi, normal weight concrete and fy = 60 ksi (1) Find V using AC1318-22 Table 22.5.5.1 (2) Find needed Vs = V₁ - Vc at d from support, then find the needed and practical spacing for #3 stirrups, fy = 60 ksi at that location. (3) Finds for minimum stirrups. Minimum stirrups are no longer needed how far from the support? (4) Please clear draw the stirrup layout (refer class example) along the beam 21" 29" 32" including beam lot D-1.533ft L-2.650k/ft 38'span
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