Reinforcement Detailing of Beams from ETABS output
Q1.
AIM:
To design and analysis the given etabs model and comment the specifications on the model
Analysis the model and check for failure
3 span continuous beam along grid A
7 span continuous beam along grid 3
reason for member failure it exites the limit
Sway shear force to right
Mas = 174 KNm
Mbh = 293 KNm
Lab = 4.725 m
Vd+1 = 92 KN
Vu,a = 46 KN
Vu,b = 234 KN
Mah = 155 KNm
Mbs = 293 KNm
Lab = 4.725 m
Vd+1 = 70 KN
Vu,a = 185 KN
Vu,b = 45 KN
Fy = 415 N/mm^2
ASV = 151 mm^2
d = 450 mm
Sv = 100mm
Vus = 245 KN