= ======= == Q2- The architectural engineer proposed a width of 350 mm and a height of 750 mm for a cantilever beam shown below, as you a design engineer ,design this beam according to ACI-14 requirements and assume in your solution that: Mu 1300 kN.m fc 21 MPa and fy 420 MPa Bar diameter of 32mm for longitudinal reinforcement. Bar diameter of 12 mm for stirrups. Two layers of reinforcement for both tension and compression zone. ⚫Use bundle bars when it is possible. 350mm
= ======= == Q2- The architectural engineer proposed a width of 350 mm and a height of 750 mm for a cantilever beam shown below, as you a design engineer ,design this beam according to ACI-14 requirements and assume in your solution that: Mu 1300 kN.m fc 21 MPa and fy 420 MPa Bar diameter of 32mm for longitudinal reinforcement. Bar diameter of 12 mm for stirrups. Two layers of reinforcement for both tension and compression zone. ⚫Use bundle bars when it is possible. 350mm
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Q2- The architectural engineer proposed a width of 350 mm and a height
of 750 mm for a cantilever beam shown below, as you a design engineer
,design this beam according to ACI-14 requirements and assume in your
solution that: Mu 1300 kN.m fc 21 MPa and fy 420 MPa Bar
diameter of 32mm for longitudinal reinforcement. Bar diameter of 12 mm
for stirrups. Two layers of reinforcement for both tension and
compression zone. ⚫Use bundle bars when it is possible.
350mm
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