Beam Calculation 1 of 7BEAM REINFORCEMENT (B2)Element No= 28Max-moment = 36.40 kN-mMin-moment = 36.40 kN-mUlt-Shea = 0.00 kN!einfocement-"a = 13 mmLongitudinal Reinforcement at edge areaf# = 400.0 M$af%c = &1.0 M$a = 0.'&&(% = 40.00 mmmin= 1.4)f# = 0.003*balance = = 0.0&46+66max = 0.7*,"alance = 0.01+*14'"-mm. h-mm. (-mm./en0thMn-N.mm.-m.200 300 &60.00 3.0000 m 36400000Mu !n4**00000 3.36*3+461*40.+*1x-fc%)f#.x-600)6002f#.Beam Calculation & of 7a " = f# c = !n 1 2 44'*.&3+0'*&3+1 -400.0 M$a 3.36*3+46& 0.00'40+1' 0.07'*74' 0.00'4-use!"#$Com3e44ion !einfocement-54%.54% % 54 no4 Take&44.61&'643+33 $& mm 13&.73&&+'614& 1.+43 26en4ion !einfocement -54.54 % 54 no4 Take4+'.&&*'&+7666 $& mm 13&.73&&+'614& 3.6+6 22 %'$&($'$)2 %'$&a,& - ", 2 c, = 0Beam Calculation 3 of 7Longitudinal Reinforcement at mid areaf# = 400.0 M$af%c = &1.0 M$a = 0.'&&(% = 40.00 mmmin= 1.4)f# = 0.003*balance = = 0.0&46+66max = 0.7*,"alance = 0.01+*14'"-m7m. h-mm. (-mm./en0thMn-N.mm.-m.200 300 &60.00 6.0*00 m 36400000Mu !n4**00000 3.4a " = f# c = !n 1 2 44'*.& -400.0 M$a 3.37 0.00'4 0.0+0 0.00'-use!"#$Com3e44ion !einfocement-54%.54% % 54 no4 Take&44.61 $& mm 13&.7 1.+43 36en4ion !einfocement -54.54 % 54 no4 Take4+'.&3 $* mm &01.1 &.433 3& %'$&($'$)& %'$*0.+*1x-fc%)f#.x-600)6002f#.a,& - ", 2 c, = 0Beam Calculation 4 of 7Tran+,er+alReinforcement+ma- . 0.*.( = $& mm8u.()Mu = 0 9 1/c . 3'71*.7 N= 3'.716 kN/+ . -3'.716 kNTake Minimum Stirrups U4e !e"a 6#3e = (:iamete = $ mm5; = 7+.*3'+1633'7!e