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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

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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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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