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sample problems of singly reinforced beam pt2
Typology: Lecture notes
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Friday, March 19, 2021 4:36 PM
cover=40mm, Stirrups diameter=10mm h=460mm 5. Nominal Moment Capacity 6. Ultimate Moment Capacity (A) = 4 - c By ® C: 172.920 —7C) VERIFY ASSUMPTION Fs x om (2) = 660 (7-0) i5©*s prion CORRECT ASSUMPTION €,= OS .: 0.002£9936G¢7E3| —> (D) 280,000 Ey= 42 _ 0002\ 4” 305,00 Ce > Ey, E. <0-005 -. TRANSITION ZONE FAILUPR Mn= 2\9-12G4z259 kN-Y —{F) Mu = OM “OO Mu > 122 gogo3ag N-™ Re Compression-controlled b Transition \ Tension-controlled 0.90 0.85 0.80 0.75 0.70 0.65 Use @ranging from 0.65 to 0.90, through interpolation. (Table 421.2.2)