1.) The beam has a width of 300 mm, an overall depth of 600 mm, and an effective depth of 520 mm. The beam is simply supported over a span of 9 meters and carries a superimposed dead load of 8 kN/m and a live load of 20 kN/m. The specified compressive strength is 21 MPa and Fy = 345 MPa. Determine the required stirrup spacing near the support. Use 10 mm vertical U- stirrup with fyt = 275 MPa. Use detailed calculation for Vc. wd, wL
1.) The beam has a width of 300 mm, an overall depth of 600 mm, and an effective depth of 520 mm. The beam is simply supported over a span of 9 meters and carries a superimposed dead load of 8 kN/m and a live load of 20 kN/m. The specified compressive strength is 21 MPa and Fy = 345 MPa. Determine the required stirrup spacing near the support. Use 10 mm vertical U- stirrup with fyt = 275 MPa. Use detailed calculation for Vc. wd, wL
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
![1.) The beam has a width of 300 mm, an overall
depth of 600 mm, and an effective depth of 520
mm. The beam is simply supported over a span of
9 meters and carries a superimposed dead load
of 8 kN/m and a live load of 20 kN/m. The
specified compressive strength is 21 MPa and Fy
= 345 MPa. Determine the required stirrup
spacing near the support. Use 10 mm vertical U-
stirrup with fyt = 275 MPa. Use detailed
calculation for Vc.
wd, wL
L = 9m
2 – 20mm
2 — 20тm
2 – 20mm
2 — 25тm
8— 25тm
2 — 25тm
@support
@тidspan
@support](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fe573b945-c1d5-4a41-935b-7b8316cfc234%2F45e6707d-29b1-4294-8e38-2f3abb94d927%2Fezjpjbm_processed.jpeg&w=3840&q=75)
Transcribed Image Text:1.) The beam has a width of 300 mm, an overall
depth of 600 mm, and an effective depth of 520
mm. The beam is simply supported over a span of
9 meters and carries a superimposed dead load
of 8 kN/m and a live load of 20 kN/m. The
specified compressive strength is 21 MPa and Fy
= 345 MPa. Determine the required stirrup
spacing near the support. Use 10 mm vertical U-
stirrup with fyt = 275 MPa. Use detailed
calculation for Vc.
wd, wL
L = 9m
2 – 20mm
2 — 20тm
2 – 20mm
2 — 25тm
8— 25тm
2 — 25тm
@support
@тidspan
@support
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