(a) F (A,B, C,D) = B'D+ A'D + BD (b) F (x, y, z) = (xy+ z)(xz+ y)
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Express the following functions in sum of minterms and product of maxterms
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- f(x)=x^2(x-4)(x+2)^2 Bounce(B) or Cross(C) (in ascending order of zeros): Incorrect (So type CBC or BBB or...)2) Simplify the following Boolean expressions, using three-variable K-maps:F(x,y,z) = x′y′ + yz + x′yz′ PS:Please type instead of paper writing79. To find the decimal value of 1111, that is 15, we can use the function: a. int(1111,10) b. int(‘1111’,10) c. int(1111,2) d. int(‘1111’,2)
- (Mechanics) The deflection at any point along the centerline of a cantilevered beam, such as the one used for a balcony (see Figure 5.15), when a load is distributed evenly along the beam is given by this formula: d=wx224EI(x2+6l24lx) d is the deflection at location x (ft). xisthedistancefromthesecuredend( ft).wistheweightplacedattheendofthebeam( lbs/ft).listhebeamlength( ft). Eisthemodulesofelasticity( lbs/f t 2 ).Iisthesecondmomentofinertia( f t 4 ). For the beam shown in Figure 5.15, the second moment of inertia is determined as follows: l=bh312 b is the beam’s base. h is the beam’s height. Using these formulas, write, compile, and run a C++ program that determines and displays a table of the deflection for a cantilevered pine beam at half-foot increments along its length, using the following data: w=200lbs/ftl=3ftE=187.2106lb/ft2b=.2fth=.3ftGiven A={1,2,3,4,5,6},B={4,5,6,7,8,9}. Compute (e)B⊕A= (f) (A−B)∩(B−A) =Given A={1,2,3,4,56}, B= {2,4,5,6} and C= (1,6,7} 1. B' U C'=