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The beam is simply supported at the left end and fixed at the right end. Under a unform load w, it has the shear and moment diagrams shown above. It has normal weight concrete. The concrete strength is specified to be 4,000 psi and the steel is Grade 60. The amount of reinforcement satisfies the tension-controlled condition. In addition to its own weight, it carries a live of 3 kips/ft. The live load is imposed on the top of the web of the beam. Solve the following parts

The beam is simply supported at the left end and fixed at the right end. Under a unform load w, it has the shear and moment diagrams shown above. It has normal weight concrete. The concrete strength is specified to be 4,000 psi and the steel is Grade 60. The amount of reinforcement satisfies the tension-controlled condition. In addition to its own weight, it carries a live of 3 kips/ft. The live load is imposed on the top of the web of the beam. Solve the following parts

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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Question
Consider the same beam as in Problem 1. It carries a live load of 3 kips/ft. 8" 8" V (kips) wl M (kips) 9 w/² 128 6" 6 #6 7.5 ft. 7.5 ft. A WL =3 kips/ft. 1 =20 ft. 6 #9 500 8 5 ft. B wl 8 -W/2 B
Transcribed Image Text:Consider the same beam as in Problem 1. It carries a live load of 3 kips/ft. 8" 8" V (kips) wl M (kips) 9 w/² 128 6" 6 #6 7.5 ft. 7.5 ft. A WL =3 kips/ft. 1 =20 ft. 6 #9 500 8 5 ft. B wl 8 -W/2 B
2.5" 10" 6 #6 20" Section A-A 5" 22" 2.5" 6 #9 6#6 Section B-B I 4" The beam is simply supported at the left end and fixed at the right end. Under a unform load w, it has the shear and moment diagrams shown above. It has normal weight concrete. The concrete strength is specified to be 4,000 psi and the steel is Grade 60. The amount of reinforcement satisfies the tension-controlled condition. In addition to its own weight, it carries a live of 3 kips/ft. The live load is imposed on the top of the web of the beam. Solve the following parts Determine the size and spacing of the shear reinforcement (rectangular stirrups) required for the beam according to ACI 318. Use the same stirrup size and spacing for all regions where shear reinforcement is required. Determine the region where no shear reinforcement is required.
Transcribed Image Text:2.5" 10" 6 #6 20" Section A-A 5" 22" 2.5" 6 #9 6#6 Section B-B I 4" The beam is simply supported at the left end and fixed at the right end. Under a unform load w, it has the shear and moment diagrams shown above. It has normal weight concrete. The concrete strength is specified to be 4,000 psi and the steel is Grade 60. The amount of reinforcement satisfies the tension-controlled condition. In addition to its own weight, it carries a live of 3 kips/ft. The live load is imposed on the top of the web of the beam. Solve the following parts Determine the size and spacing of the shear reinforcement (rectangular stirrups) required for the beam according to ACI 318. Use the same stirrup size and spacing for all regions where shear reinforcement is required. Determine the region where no shear reinforcement is required.
Expert Solution
Step 1 Given data

Civil Engineering homework question answer, step 1, image 1

F'c= 4000 psi

fy=60

LL=3 kips/ft

To determine- a) Size and spacing of shear reinforcement 

                         b) Determine the region where no shear reinforcement required

 

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