Solution
IS CURVE
Y=C+I+GY=0.5(1−t)Y+800−30i+700Y=(0.5−0.5t)Y+1500−30iY=(0.5−0.1)Y+1500−30iY=0.4Y+1500−30iY−0.4Y=1500−30i0.6Y=1500−30iY=2500−50i
LM CURVE
Md=Ms600=0.3Y−60i0.3Y−60i=6000.3Y=600+60iY=2000+200i
r∗=2 and Y=2400
IS=LM
2500−50i=2000+200i2500−2000=200+50i250i=500i=2%
EQ
Y=2000+200iY=2000+(200×2)Y=2400
Comments