ANALISIS BEBAN JEMBATAN
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Rangka beton portal lengkung Jumlah bentang 3 bentang Panjang bentang tengah 75 m Panjang bentang tepi 35 m Panjang total jembatan 145 m Penampang melintang rangka beton portal lengkung 4. Bahan Struktur Mutu beton : K -350 Kuat tekan beton f c ' = 0.83 * K / 10 = 29.05 MPa Modulus elastik E c = 4700 * √ f c ' = 25332 MPa Angka poisson u = 0.2 Modulus geser G = E c / [2*(1 + u)] = 10555 MPa Koefisien muai panjang untuk beton, ε = 1.0E-05 / ºC Mutu baja : Untuk baja tulangan dengan Ø > 12 mm :
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DIGITAL DESIGN FOURTH EDITION SOLUTION MANUAL
Let b = base (a) 14/2 = (b + 4)/2 = 5, so b = 6 (b) 54/4 = (5*b + 4)/4 = b + 3, so 5 * b = 52 -4, and b = 8 (c) (2 *b + 4) + (b + 7) = 4b, so b = 11 1.6 (x -3)(x -6) = x 2 -(6 + 3)x + 6*3 = x 2 -11x + 22 Therefore: 6 + 3 = b + 1m so b = 8 Also, 6*3 = (18) 10 = (22) 8 1.7 68BE = 0110_1000_1011_1110 = 110_100_010_111_110 = (64276) 8 1.8 (a) Results of repeated division by 2 (quotients are followed by remainders): 431 10 = 215(1); 107(1); 53(1); 26(1); 13(0); 6(1) 3(0) 1(1) Answer: 1111_1010 2 = FA 16 (b) Results of repeated division by 16: 431 10 = 26(15); 1(10) (Faster) Answer: FA = 1111_1010 1.9 (a) 10110.0101 2 = 16 + 4 + 2 + .25 + .0625 = 22.3125 (b) 16.5 16 = 16 + 6 + 5*(.0615) = 22.3125 (c) 26.24 8 = 2 * 8 + 6 + 2/8 + 4/64 = 22.3125
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