Using 7/8 in diameter ASTM A325-N bolts in standard holes andE70 electrodes. Design a bolted flange-plated FR moment connectionbetween a W12×50 beam and a W14×90 column flange (RD = 15 kips; MD= 60 kip-ft) and (RL = 30 kips; ML = 120 kip-ft). For shear plateuse three bolts:(i)Check the beam available flexural strength(ii)Design single-plate web connection (iii)Check the connectingelements rupture strength at welds Sketch the connection.
