Q7/ A precast beam is to be used as a bridge over a small roadway. Concrete dimensions are b= 500 mm, and h = 700 mm. The effective depth d = 600 mm. Concrete and steel strengths are 42 MPa and 420 MPa, respectively. Using approximately one-half the maximum tensile reinforcement permitted by the ACI Code (select the actual size of bar and number to be used), determine the design moment capacity of the girder. If the beam is used on a 9 m simple span, and if in addition to its own weight it must support railings, curbs, and suspended loads totaling 7 kN/m, what uniform service live load limit should be posted?
Q7/ A precast beam is to be used as a bridge over a small roadway. Concrete dimensions are b= 500 mm, and h = 700 mm. The effective depth d = 600 mm. Concrete and steel strengths are 42 MPa and 420 MPa, respectively. Using approximately one-half the maximum tensile reinforcement permitted by the ACI Code (select the actual size of bar and number to be used), determine the design moment capacity of the girder. If the beam is used on a 9 m simple span, and if in addition to its own weight it must support railings, curbs, and suspended loads totaling 7 kN/m, what uniform service live load limit should be posted?
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![Q7/ A precast beam is to be used as a bridge over a small roadway. Concrete
dimensions are b= 500 mm, and h = 700 mm. The effective depth d = 600 mm.
Concrete and steel strengths are 42 MPa and 420 MPa, respectively. Using
approximately one-half the maximum tensile reinforcement permitted by the ACI
Code (select the actual size of bar and number to be used), determine the design
moment capacity of the girder. If the beam is used on a 9 m simple span, and if in
addition to its own weight it must support railings, curbs, and suspended loads
totaling 7 kN/m, what uniform service live load limit should be posted?](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F13c45856-c6a1-4ed2-bb6e-9139bcbb899e%2Fce0e1215-e1f0-4287-a387-051b9754f968%2Fs4xz2x_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Q7/ A precast beam is to be used as a bridge over a small roadway. Concrete
dimensions are b= 500 mm, and h = 700 mm. The effective depth d = 600 mm.
Concrete and steel strengths are 42 MPa and 420 MPa, respectively. Using
approximately one-half the maximum tensile reinforcement permitted by the ACI
Code (select the actual size of bar and number to be used), determine the design
moment capacity of the girder. If the beam is used on a 9 m simple span, and if in
addition to its own weight it must support railings, curbs, and suspended loads
totaling 7 kN/m, what uniform service live load limit should be posted?
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