ASSUME BEAM UNCRACKED SECTION, COMPUTE FOR fc+fcr+fs (IN MPA). USE fY=414MPA Ec=4700sqrt.(fc'), fc'=21MPA, M=60kN-m, As=3-20mmø
ASSUME BEAM UNCRACKED SECTION, COMPUTE FOR fc+fcr+fs (IN MPA). USE fY=414MPA Ec=4700sqrt.(fc'), fc'=21MPA, M=60kN-m, As=3-20mmø
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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