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asBeams design and analysis - SlideShareAug 20, 2016Beams design and analysis 1. 3.0 Design of Beams 3.1 Rectangular Beam 3.1.1 Singly Reinforced Beam Example 3.1 Uniformly distributed characteristic load (udl) Dead = 3.76 kN/m (excluding beam self weight) Imposed = 10kN/m Design the beam if fy = 460N/mm2 , fcu = 30N/mm2 and density of concrete concrete = 24kN/m3 Soln (1) Loading Beam self-weight 54.44.1243.045.0 =×××=

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asClaire Hawman - Sales Executive - Tomrods Ltd LinkedInWe currently have 11no 3000x1500x30mm S355JR plates to offer. If anyone has any interest please contact me to discuss [email protected] 01845

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asEquivalencias de normas - SlideShareApr 13, 2011Equivalencias de normas. 1. EN 10025:1993 DIN-17 100:1983 UNE 36-080:1990 NFA 35-501 BS 4360:1996 UN 7070 SS ASTM JIS G 3101S235JR AM FCE S235JRG2 RSt 37-2 AE 235 B-FN (E 24-2) 40 B (Fe 360 B) 12/13/2000 - -S235J0 AM FCE S235J0 St 37-3 U AE 235 C E 24-3 40 C Fe 360 C - - -S235J2+N AM FCE S235J2G3 St 37-3 N AE 235 D E 24-4 40 D Fe 360 D s355jr for Amazonas

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