A simple bean 5m and overhang 2m is estimated to carry a total uniform factored load, including self- weight 80KN/m. fc'=25MPA and fy=415MPA. Assume h = d + 100 a. Design the beam in between the supports and overhang. If it is limited in width to 310mm and 525mm total beam depth. NOTE: Make adjustments so that the clear concrete protective cover is 45mm and anticipate at least a 10mm diameter stirrup. Use 28mm diameter reinforcing bars. b. Check the flexural adequacy of the design and if the design satisfies the code.
A simple bean 5m and overhang 2m is estimated to carry a total uniform factored load, including self- weight 80KN/m. fc'=25MPA and fy=415MPA. Assume h = d + 100 a. Design the beam in between the supports and overhang. If it is limited in width to 310mm and 525mm total beam depth. NOTE: Make adjustments so that the clear concrete protective cover is 45mm and anticipate at least a 10mm diameter stirrup. Use 28mm diameter reinforcing bars. b. Check the flexural adequacy of the design and if the design satisfies the code.
Chapter2: Loads On Structures
Section: Chapter Questions
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Transcribed Image Text:A simple bean 5m and overhang 2m is estimated to
carry a total uniform factored load, including self-
weight 80KN/m. fc'=25MPA and fy=415MPA. Assume h =
d + 100
a. Design the beam in between the supports and
overhang. If it is limited in width to 310mm and
525mm total beam depth. NOTE: Make adjustments
so that the clear concrete protective cover is 45mm
and anticipate at least a 10mm diameter stirrup. Use
28mm diameter reinforcing bars.
b. Check the flexural adequacy of the design and if the
design satisfies the code.
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