The following beam has an exposure class of A-1. fe'=25MPa, fy=400Mpa. Assume 10M stirrups. It is 8m long, continuously supported on one side. Check to see if detailed deflection calculations are required (you do not need to do them) and if it meets the crack control requirements. 500 mm 700 mm -4-20M
The following beam has an exposure class of A-1. fe'=25MPa, fy=400Mpa. Assume 10M stirrups. It is 8m long, continuously supported on one side. Check to see if detailed deflection calculations are required (you do not need to do them) and if it meets the crack control requirements. 500 mm 700 mm -4-20M
Chapter2: Loads On Structures
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long, continuously supported on one side. Check to see if detailed deflection calculations are required
(you do not need to do them) and if it meets the crack control requirements.
500 mm
700 mm
-4-20M"
Transcribed Image Text:The following beam has an exposure class of A-1. fe'=25MPa, fy=400Mpa. Assume 10M stirrups. It is 8m
long, continuously supported on one side. Check to see if detailed deflection calculations are required
(you do not need to do them) and if it meets the crack control requirements.
500 mm
700 mm
-4-20M
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