Architectural considerations limit beam to 400 mm and with to 300 rial properties are given: Use 62. prcing bars.
Architectural considerations limit beam to 400 mm and with to 300 rial properties are given: Use 62. prcing bars.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Solve each of the following problems indicated below. Present your complete-detail solution including the free- body diagrams. Box your only final answer, otherwise.
![Problem 1.
Architectural considerations limit the height of a 6 m. long simple
span beam to 400 mm and with to 300 mm. The following loads are
material properties are given: Use 62.5 mm as covering from center of
reinforcing bars.
DL = 10.5 kN/m
LL = 22 kN/m
f = 34.6 MPa
f, = 414.7 MPa
(1)Determine the factored moment carried by the beam.
(2) Determine the approximate flexural resistance factor or coefficient.
Assume 0=0.90
(3)Determine the number of 32 mm e bars needed for the beam.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fffcdbfb7-abfd-4370-acc8-625393a628c0%2F5dfaabfc-0f73-4bc1-9bef-a88366375213%2Ftet3ar8_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Problem 1.
Architectural considerations limit the height of a 6 m. long simple
span beam to 400 mm and with to 300 mm. The following loads are
material properties are given: Use 62.5 mm as covering from center of
reinforcing bars.
DL = 10.5 kN/m
LL = 22 kN/m
f = 34.6 MPa
f, = 414.7 MPa
(1)Determine the factored moment carried by the beam.
(2) Determine the approximate flexural resistance factor or coefficient.
Assume 0=0.90
(3)Determine the number of 32 mm e bars needed for the beam.
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