rebar φ_st, 25 10 12 13 16 20 25 32 40   mm     cover 251520253035404550556065707580859095100105110115120125130135140145150 mm

links φ_sv, 10 8 10 12 13 16   mm     φ_svnos, 1 2 3 4 5 6 7 8 9 10 11 12   nos     @ c/c = 150 75 90 100 115 120 125 130 135 140 145 150 155 160 165 170 175 180 185 190 195 200 205 210 215 220 225 230 235 240 245 250 255 260 265 270 275 280 285 290 295 300 305 310 315 320 325 330 335 340 345 350 355 360 365 370 375 380 385 390 395 400 405 410 415 420 425 430 435 440 445 450 455 460 465 470 475 480 485 490 495 500 505 510 515 520 525 530 535 540 545 550 555 560 565 570 575 580 585 590 595 600 610 615 620 625 630 635 640 645 650   mm    

Ult Moment, M_ult = kNm     Ult Shear V_ult= kN

Deflection check on beam at service stage
Beams of approximately equal span: uniformly distributed loads
Simply Supported End Span Interior Span      

L_span = m     (L_span = 0 if s/d check not required)