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0.0235 Tc 1.658 0 Td
(No. )Tj
-0.035 Tc 7.7937 0 0 7.9001 375.81 649.68 Tm
(11, )Tj
0.011 Tc 7.9001 0 0 7.9001 388.12 649.68 Tm
(Nov. )Tj
-0.0206 Tc 2.482 0 Td
(1963, )Tj
0.0479 Tc 2.557 0 Td
(pp. )Tj
-0.0118 Tc 1.848 0 Td
(1621-1642. )Tj
0.0248 Tc -16.374 -1.184 Td
(4. )Tj
0.05 Tc 8.0856 0 0 7.9001 323.24 640.33 Tm
(Hicks, )Tj
8.03 0 0 7.9001 350.15 640.33 Tm
(A. )Tj
8.1003 0 0 7.9001 362.6 640.33 Tm
(B., )Tj
8.8021 0 0 7.9001 376.87 640.33 Tm
("The )Tj
8.0822 0 0 7.9001 399.06 640.33 Tm
(Influence )Tj
8.9033 0 0 7.9001 436.24 640.33 Tm
(of )Tj
8.0641 0 0 7.9001 447.21 640.33 Tm
(Shear )Tj
8.0589 0 0 7.9001 470.97 640.33 Tm
(Span )Tj
8.1466 0 0 7.9001 491.92 640.33 Tm
(and )Tj
8.1152 0 0 7.9001 508.48 640.33 Tm
(Concrete )Tj
0.029 Tc 7.9001 0 0 7.9001 305.14 630.48 Tm
(Strength )Tj
0.0408 Tc 4.057 0 Td
(Upon )Tj
0.0291 Tc 2.794 0 Td
(the )Tj
0.0171 Tc 1.716 0 Td
(Shear )Tj
0.0153 Tc 2.777 0 Td
(Resistance )Tj
0.05 Tc 8.3469 0 0 7.9001 433.12 630.48 Tm
(of )Tj
0 Tc 7.9001 0 0 7.9001 443.44 630.48 Tm
(a )Tj
0.0322 Tc 0.887 0 Td
(Pre-Tensioned )Tj
0.026 Tc 6.653 0 Td
(Prestressed )Tj
0.0349 Tc -25.069 -1.244 Td
(Concrete )Tj
0.05 Tc 8.0612 0 0 7.9001 338.84 620.65 Tm
(Beam," )Tj
/T1_2 1 Tf
-0.0001 Tc 8.2 0 0 8.2 368.25 620.65 Tm
(Magazine )Tj
0.05 Tc 10.1128 0 0 8.2 404.08 620.65 Tm
(of )Tj
0.0052 Tc 8.2 0 0 8.2 414.32 620.65 Tm
(Concrete )Tj
-0.0037 Tc 4.066 0 Td
(Research )Tj
/T1_0 1 Tf
0.0346 Tc 7.9001 0 0 7.9001 481.35 620.65 Tm
(\(London\), )Tj
-0.035 Tc 7.7388 0 0 7.9001 519.34 620.65 Tm
(V. )Tj
-0.0273 Tc 7.9001 0 0 7.9001 530.85 620.65 Tm
(10, )Tj
0.05 Tc 7.9387 0 0 7.9001 304.84 610.8 Tm
(No. )Tj
0.001 Tc 7.9001 0 0 7.9001 320.55 610.8 Tm
(30, )Tj
0.0313 Tc 1.627 0 Td
(Nov. )Tj
-0.013 Tc 2.513 0 Td
(1958, )Tj
0.0327 Tc 2.557 0 Td
(pp. )Tj
-0.017 Tc 1.787 0 Td
(115-122 )Tj
0 Tc 3.325 0 Td
(. )Tj
-0.0171 Tc -12.783 -1.214 Td
(5. )Tj
0.0155 Tc 1.165 0 Td
(Kar, )Tj
0.0442 Tc 2.338 0 Td
(Jitendra )Tj
0.0421 Tc 3.929 0 Td
(N., )Tj
0.05 Tc 7.9075 0 0 7.9001 386.01 601.21 Tm
("Diagonal )Tj
0.0311 Tc 7.9001 0 0 7.9001 424.96 601.21 Tm
(Cracking )Tj
-0.0014 Tc 4.316 0 Td
(in )Tj
0.026 Tc 1.249 0 Td
(Prestressed )Tj
0.0306 Tc 5.219 0 Td
(Concrete )Tj
0.05 Tc 8.0123 0 0 7.9001 304.77 591.36 Tm
(Beams," )Tj
/T1_2 1 Tf
-0.0094 Tc 8.2 0 0 8.2 337.26 591.36 Tm
(Proceedings, )Tj
/T1_0 1 Tf
0.0296 Tc 7.9001 0 0 7.9001 383.03 591.36 Tm
(ASCE, )Tj
-0.035 Tc 7.7388 0 0 7.9001 409.66 591.36 Tm
(V. )Tj
-0.005 Tc 7.9001 0 0 7.9001 420.15 591.36 Tm
(94, )Tj
0.05 Tc 8.3608 0 0 7.9001 433.05 591.36 Tm
(STl, )Tj
7.9358 0 0 7.9001 451.88 591.36 Tm
(Jan. )Tj
-0.0206 Tc 7.9001 0 0 7.9001 469.65 591.36 Tm
(1968, )Tj
0.0327 Tc 2.557 0 Td
(pp. )Tj
-0.0118 Tc 1.773 0 Td
(83-109. )Tj
-0.0267 Tc -24.238 -1.275 Td
(6. )Tj
0.0058 Tc 1.203 0 Td
(Nielsen, )Tj
-0.0044 Tc 3.789 0 Td
(M. )Tj
0.05 Tc 8.2059 0 0 7.9001 364.28 581.29 Tm
(P., )Tj
0.0283 Tc 7.9001 0 0 7.9001 376.72 581.29 Tm
(and )Tj
0.0325 Tc 1.92 0 Td
(Braestrup, )Tj
0.026 Tc 4.83 0 Td
(M. )Tj
0.0413 Tc 1.58 0 Td
(W., )Tj
0.05 Tc 8.2095 0 0 7.9001 458.25 581.29 Tm
("Shear )Tj
0.029 Tc 7.9001 0 0 7.9001 484.9 581.29 Tm
(Strength )Tj
0.05 Tc 8.3469 0 0 7.9001 516.4 581.29 Tm
(of )Tj
0.0172 Tc 7.9001 0 0 7.9001 526.29 581.29 Tm
(Pre\255)Tj
0.0074 Tc -28.05 -1.276 Td
(stressed )Tj
0.0219 Tc 3.589 0 Td
(Concrete )Tj
-0.0133 Tc 4.138 0 Td
(Beams )Tj
0.0377 Tc 3.038 0 Td
(Without )Tj
0.0173 Tc 3.858 0 Td
(Web )Tj
0.037 Tc 2.338 0 Td
(Reinforcement," )Tj
/T1_2 1 Tf
-0.0043 Tc 8.2 0 0 8.2 498.33 571.21 Tm
(Magazine )Tj
0.05 Tc 10.1128 0 0 8.2 533.2 571.21 Tm
(of )Tj
0.0052 Tc 8.2 0 0 8.2 304.64 561.6 Tm
(Concrete )Tj
-0.0121 Tc 4.095 0 Td
(Research )Tj
/T1_0 1 Tf
0.0308 Tc 7.9001 0 0 7.9001 371.91 561.6 Tm
(\(London\), )Tj
-0.035 Tc 7.7388 0 0 7.9001 409.9 561.6 Tm
(V. )Tj
-0.0141 Tc 7.9001 0 0 7.9001 421.59 561.6 Tm
(30, )Tj
0.0235 Tc 1.718 0 Td
(No. )Tj
-0.0228 Tc 2.118 0 Td
(104, )Tj
0.0186 Tc 2.173 0 Td
(Sept. )Tj
-0.013 Tc 2.687 0 Td
(1978, )Tj
0.0479 Tc 2.678 0 Td
(pp. )Tj
-0.035 Tc 7.8233 0 0 7.9001 526.53 561.6 Tm
(119-)Tj
-0.0228 Tc 7.9001 0 0 7.9001 304.77 551.53 Tm
(128. )Tj
-0.0267 Tc 0.966 -1.247 Td
(7. )Tj
0.0214 Tc 1.147 0 Td
(Sozen, )Tj
-0.0044 Tc 3.295 0 Td
(M. )Tj
0.0316 Tc 1.643 0 Td
(A.; )Tj
0.0196 Tc 1.82 0 Td
(Zwoyer, )Tj
0.0339 Tc 3.978 0 Td
(E. )Tj
0.0416 Tc 1.399 0 Td
(M.; )Tj
0.0283 Tc 2.029 0 Td
(and )Tj
-0.0043 Tc 1.997 0 Td
(Siess, )Tj
/T1_1 1 Tf
-0.012 Tc 7.5001 0 0 7.5001 471.25 541.68 Tm
(C. )Tj
/T1_0 1 Tf
0.05 Tc 8.2059 0 0 7.9001 482.84 541.68 Tm
(P., )Tj
7.9129 0 0 7.9001 496.89 541.68 Tm
("Strength )Tj
-0.0014 Tc 7.9001 0 0 7.9001 533.7 541.68 Tm
(in )Tj
0.0475 Tc -29.053 -1.244 Td
(Shear )Tj
0.05 Tc 8.3469 0 0 7.9001 327.28 531.85 Tm
(of )Tj
0.017 Tc 7.9001 0 0 7.9001 337.89 531.85 Tm
(Beams )Tj
0.0478 Tc 3.251 0 Td
(Without )Tj
0.0325 Tc 4.04 0 Td
(Web )Tj
0.05 Tc 8.0651 0 0 7.9001 414.68 531.85 Tm
(Reinforcement," )Tj
/T1_2 1 Tf
0.0166 Tc 8.2 0 0 8.2 477.9 531.85 Tm
(Bulletin )Tj
/T1_0 1 Tf
0.0387 Tc 7.9001 0 0 7.9001 508.84 531.85 Tm
(No. )Tj
0.0091 Tc 2.057 0 Td
(452, )Tj
0.0203 Tc -27.981 -1.216 Td
(Engineering )Tj
0.0237 Tc 5.438 0 Td
(Experiment )Tj
0.0337 Tc 5.213 0 Td
(Station, )Tj
0.0146 Tc 3.723 0 Td
(University )Tj
0.05 Tc 8.3469 0 0 7.9001 454.72 522.24 Tm
(of )Tj
0.0156 Tc 7.9001 0 0 7.9001 464.59 522.24 Tm
(Illinois, )Tj
0.0462 Tc 3.59 0 Td
(Urbana, )Tj
0.0382 Tc 3.889 0 Td
(Apr. )Tj
-0.013 Tc -27.739 -1.214 Td
(1958, )Tj
-0.035 Tc 7.6564 0 0 7.9001 324.87 512.65 Tm
(69 )Tj
0.0327 Tc 7.9001 0 0 7.9001 335.29 512.65 Tm
(pp. )Tj
-0.0162 Tc -2.935 -1.215 Td
(8. )Tj
0.05 Tc 8.289 0 0 7.9001 321.93 503.05 Tm
(Sethunarayanan, )Tj
7.9766 0 0 7.9001 386.84 503.05 Tm
(R., )Tj
8.5589 0 0 7.9001 401.6 503.05 Tm
("Ultimate )Tj
8.1698 0 0 7.9001 441.93 503.05 Tm
(Strength )Tj
8.6251 0 0 7.9001 476.32 503.05 Tm
(of )Tj
8.1228 0 0 7.9001 487.4 503.05 Tm
(Pre-Tensioned )Tj
0 Tc 7.9001 0 0 7.9001 304.27 493.45 Tm
(I )Tj
0.0094 Tc 0.823 0 Td
(Beams )Tj
-0.0317 Tc 3.247 0 Td
(in )Tj
0.0333 Tc 1.243 0 Td
(Combined )Tj
0.0114 Tc 4.897 0 Td
(Bending )Tj
0.05 Tc 7.9899 0 0 7.9001 415.84 493.45 Tm
(and )Tj
8.104 0 0 7.9001 432.09 493.45 Tm
(Shear," )Tj
/T1_2 1 Tf
0.0041 Tc 8.2 0 0 8.2 462.33 493.45 Tm
(Magazine )Tj
0.05 Tc 9.8154 0 0 8.2 498.88 493.45 Tm
(of )Tj
0.001 Tc 8.2 0 0 8.2 509.84 493.45 Tm
(Concrete )Tj
-0.0037 Tc -25.085 -1.2 Td
(Research )Tj
/T1_0 1 Tf
0.0384 Tc 7.9001 0 0 7.9001 337.35 483.61 Tm
(\(London\), )Tj
-0.035 Tc 7.4808 0 0 7.9001 374.87 483.61 Tm
(V. )Tj
7.7937 0 0 7.9001 385.89 483.61 Tm
(12, )Tj
0.0083 Tc 7.9001 0 0 7.9001 398.44 483.61 Tm
(No. )Tj
-0.0141 Tc 1.928 0 Td
(35, )Tj
0.0347 Tc 1.616 0 Td
(July )Tj
-0.013 Tc 2.189 0 Td
(1960, )Tj
0.0327 Tc 2.587 0 Td
(pp. )Tj
-0.0114 Tc 1.773 0 Td
(83-90. )Tj
-0.0264 Tc -21.077 -1.246 Td
(9. )Tj
0.0315 Tc 1.191 0 Td
(Hsu, )Tj
0.0339 Tc 2.396 0 Td
(Thomas )Tj
0.0071 Tc 3.797 0 Td
(T. )Tj
/T1_1 1 Tf
-0.0227 Tc 9.9 0 0 9.9 380.29 473.77 Tm
(c., )Tj
/T1_0 1 Tf
0.05 Tc 8.4618 0 0 7.9001 394.16 473.77 Tm
("Is )Tj
0.0291 Tc 7.9001 0 0 7.9001 407.5 473.77 Tm
(the )Tj
0.0224 Tc 1.723 0 Td
('Staggering )Tj
0.0443 Tc 5.135 0 Td
(Concept' )Tj
0.05 Tc 8.3469 0 0 7.9001 495.52 473.77 Tm
(of )Tj
0.0247 Tc 7.9001 0 0 7.9001 505.54 473.77 Tm
(Shear )Tj
-0.0268 Tc 2.777 0 Td
(De\255)Tj
0.01 Tc -28.322 -1.277 Td
(sign )Tj
0.05 Tc 8.3274 0 0 7.9001 320.73 463.68 Tm
(Safe?," )Tj
7.9331 0 0 7.9001 351.11 463.68 Tm
(ACI )Tj
-0.035 Tc 7.1212 0 0 7.9001 369.56 463.68 Tm
(JOURNAL, )Tj
/T1_2 1 Tf
0.0088 Tc 8.2 0 0 8.2 406.14 463.68 Tm
(Proceedings )Tj
/T1_0 1 Tf
-0.0236 Tc 7.9001 0 0 7.9001 451.42 463.68 Tm
(V. )Tj
0.0101 Tc 1.451 0 Td
(79, )Tj
0.05 Tc 8.2601 0 0 7.9001 476.92 463.68 Tm
(NO.6. )Tj
0.0378 Tc 7.9001 0 0 7.9001 503.08 463.68 Tm
(Nov.-Dec. )Tj
-0.0206 Tc -25.163 -1.215 Td
(1982, )Tj
0.0327 Tc 2.557 0 Td
(pp. )Tj
-0.0062 Tc 1.727 0 Td
(435-443. )Tj
-0.035 Tc 7.7937 0 0 7.9001 311.97 444 Tm
(10. )Tj
0.0316 Tc 7.9001 0 0 7.9001 324.69 444 Tm
(Bazant, )Tj
0.023 Tc 3.676 0 Td
(Zdenek )Tj
0.05 Tc 8.2059 0 0 7.9001 382.04 444 Tm
(P., )Tj
0.0435 Tc 7.9001 0 0 7.9001 394.96 444 Tm
(and )Tj
0.0233 Tc 2.005 0 Td
(Cedolin, )Tj
0.0118 Tc 4.076 0 Td
(Luigi, )Tj
0.05 Tc 8.1421 0 0 7.9001 466.65 444 Tm
("Fracture )Tj
0.0149 Tc 7.9001 0 0 7.9001 503.73 444 Tm
(Mechanics )Tj
0.05 Tc 8.6251 0 0 7.9001 303.28 433.93 Tm
(of )Tj
0.0236 Tc 7.9001 0 0 7.9001 314.36 433.93 Tm
(Reinforced )Tj
0.05 Tc 7.9806 0 0 7.9001 355.12 433.93 Tm
(Concrete," )Tj
/T1_2 1 Tf
-0.0067 Tc 8.2 0 0 8.2 396.54 433.93 Tm
(Proceedings, )Tj
/T1_0 1 Tf
0.0296 Tc 7.9001 0 0 7.9001 443.75 433.93 Tm
(ASCE, )Tj
-0.035 Tc 7.7388 0 0 7.9001 471.34 433.93 Tm
(V. )Tj
-0.0228 Tc 7.9001 0 0 7.9001 483.57 433.93 Tm
(106, )Tj
0.0242 Tc 2.186 0 Td
(EM6, )Tj
0.0039 Tc 2.886 0 Td
(Dec. )Tj
-0.0206 Tc -27.796 -1.276 Td
(1980, )Tj
0.0175 Tc 2.587 0 Td
(pp. )Tj
-0.0051 Tc 1.757 0 Td
(1287-1306. )Tj
-0.0273 Tc -3.372 -1.367 Td
(11. )Tj
0.0316 Tc 1.61 0 Td
(Bazant, )Tj
0.0029 Tc 3.615 0 Td
(Z. )Tj
0.05 Tc 8.2059 0 0 7.9001 363.32 413.05 Tm
(P., )Tj
0.0318 Tc 7.9001 0 0 7.9001 376.41 413.05 Tm
("Mechanics )Tj
0.05 Tc 8.3469 0 0 7.9001 418.96 413.05 Tm
(of )Tj
0.0391 Tc 7.9001 0 0 7.9001 428.61 413.05 Tm
(Fracture )Tj
0.05 Tc 7.9899 0 0 7.9001 459.52 413.05 Tm
(and )Tj
0.0213 Tc 7.9001 0 0 7.9001 474.93 413.05 Tm
(Progressive )Tj
0.0319 Tc 5.219 0 Td
(Crack\255)Tj
0.0075 Tc -26.974 -1.246 Td
(ing )Tj
-0.0317 Tc 1.671 0 Td
(in )Tj
0.0306 Tc 1.152 0 Td
(Concrete )Tj
0.0169 Tc 4.185 0 Td
(Structures," )Tj
/T1_2 1 Tf
-0.0091 Tc 8.2 0 0 8.2 402.79 403.21 Tm
(Fracture )Tj
0.0029 Tc 3.807 0 Td
(Mechanics )Tj
0.05 Tc 10.1128 0 0 8.2 472.72 403.21 Tm
(of )Tj
-0.0042 Tc 8.2 0 0 8.2 482.96 403.21 Tm
(Concrete: )Tj
-0.0046 Tc 4.35 0 Td
(Struc\255)Tj
0.006 Tc -26.235 -1.201 Td
(tural )Tj
0.0232 Tc 2.194 0 Td
(Application )Tj
0.03 Tc 5.246 0 Td
(and )Tj
0.0098 Tc 1.771 0 Td
(Numerical )Tj
-0.0064 Tc 4.626 0 Td
(Calculation, )Tj
/T1_0 1 Tf
0.0373 Tc 7.9001 0 0 7.9001 461.01 393.36 Tm
(Martinus )Tj
0.05 Tc 7.921 0 0 7.9001 494.68 393.36 Tm
(Nijhoff )Tj
0.0438 Tc 7.9001 0 0 7.9001 522.69 393.36 Tm
(Pub\255)Tj
0.0149 Tc -27.802 -1.246 Td
(lishers, )Tj
0.0319 Tc 3.376 0 Td
(Dordrecht-Boston, )Tj
-0.0206 Tc 8.447 0 Td
(1985, )Tj
0.0327 Tc 2.557 0 Td
(pp. )Tj
-0.0168 Tc 1.787 0 Td
(1-93. )Tj
-0.035 Tc 7.7937 0 0 7.9001 311.49 373.93 Tm
(12. )Tj
0.0316 Tc 7.9001 0 0 7.9001 324.21 373.93 Tm
(Bazant, )Tj
0.023 Tc 3.676 0 Td
(Zdenek )Tj
0.05 Tc 8.2059 0 0 7.9001 381.32 373.93 Tm
(P., )Tj
0.04 Tc 7.9001 0 0 7.9001 394.65 373.93 Tm
("Size )Tj
0.0251 Tc 2.718 0 Td
(Effect )Tj
-0.0317 Tc 3.005 0 Td
(in )Tj
0.02 Tc 1.219 0 Td
(Blunt )Tj
0.0338 Tc 2.734 0 Td
(Fracture: )Tj
0.0297 Tc 4.368 0 Td
(Concrete, )Tj
0.0336 Tc -25.605 -1.247 Td
(Rock, )Tj
0.05 Tc 8.2773 0 0 7.9001 327.08 364.08 Tm
(Metal," )Tj
/T1_2 1 Tf
0.0216 Tc 8.2 0 0 8.2 358.17 364.08 Tm
(Journal )Tj
0.05 Tc 10.1128 0 0 8.2 387.76 364.08 Tm
(of )Tj
0.0111 Tc 8.2 0 0 8.2 397.74 364.08 Tm
(Engineering )Tj
0.0073 Tc 5.477 0 Td
(Mechanics, )Tj
/T1_0 1 Tf
0.0448 Tc 7.9001 0 0 7.9001 485.27 364.08 Tm
(ASCE, )Tj
-0.035 Tc 7.7388 0 0 7.9001 512.86 364.08 Tm
(V. )Tj
-0.0228 Tc 7.9001 0 0 7.9001 524.61 364.08 Tm
(110, )Tj
0.05 Tc 8.7199 0 0 7.9001 303.16 354.24 Tm
(No.4, )Tj
0.0484 Tc 7.9001 0 0 7.9001 327.35 354.24 Tm
(Apr. )Tj
-0.0282 Tc 2.458 0 Td
(1984, )Tj
0.0175 Tc 2.557 0 Td
(pp. )Tj
-0.0079 Tc 1.686 0 Td
(518-535. )Tj
-0.035 Tc 7.7937 0 0 7.9001 311.25 344.4 Tm
(13. )Tj
0.0316 Tc 7.9001 0 0 7.9001 323.97 344.4 Tm
(Bazant, )Tj
0.0169 Tc 3.646 0 Td
(Zdenek )Tj
0.05 Tc 8.2059 0 0 7.9001 380.6 344.4 Tm
(P., )Tj
0.0435 Tc 7.9001 0 0 7.9001 393.52 344.4 Tm
(and )Tj
0.0039 Tc 1.92 0 Td
(Kim, )Tj
0.0244 Tc 2.52 0 Td
(Jin-Keun, )Tj
0.04 Tc 4.634 0 Td
("Size )Tj
0.0312 Tc 2.657 0 Td
(Effect )Tj
-0.0014 Tc 3.005 0 Td
(in )Tj
0.0247 Tc 1.175 0 Td
(Shear )Tj
0.0276 Tc -27.388 -1.244 Td
(Failure )Tj
0.05 Tc 8.3469 0 0 7.9001 329.44 334.57 Tm
(of )Tj
0.0236 Tc 7.9001 0 0 7.9001 339.32 334.57 Tm
(Reinforced )Tj
0.0262 Tc 5.038 0 Td
(Concrete )Tj
0.05 Tc 7.9466 0 0 7.9001 412.05 334.57 Tm
(Beams," )Tj
0.0234 Tc 7.9001 0 0 7.9001 444.47 334.57 Tm
(ACI )Tj
-0.035 Tc 7.0157 0 0 7.9001 461.96 334.57 Tm
(JOURNAL, )Tj
/T1_2 1 Tf
0.0001 Tc 8.2 0 0 8.2 497.34 334.57 Tm
(Proceedings )Tj
/T1_0 1 Tf
-0.035 Tc 7.7388 0 0 7.9001 302.86 324.96 Tm
(V. )Tj
-0.015 Tc 7.9001 0 0 7.9001 313.54 324.96 Tm
(81, )Tj
0.05 Tc 8.7199 0 0 7.9001 326.44 324.96 Tm
(No.5, )Tj
0.0263 Tc 7.9001 0 0 7.9001 350.74 324.96 Tm
(Sept.-Oct. )Tj
-0.0206 Tc 4.753 0 Td
(1984, )Tj
0.0327 Tc 2.557 0 Td
(pp. )Tj
-0.0162 Tc 1.727 0 Td
(456-458 )Tj
0 Tc 3.386 0 Td
(. )Tj
-0.0273 Tc -17.452 -1.275 Td
(14. )Tj
0.0265 Tc 1.61 0 Td
(Bazant, )Tj
0.0029 Tc 3.737 0 Td
(Z. )Tj
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