1RARA = 1*12+.6875*8 = 17.5 kips0.69128-0.751.75RE = 1.75*12+.1.4375*8 = 32.5 kips11.44RF812FGD0.71If the load to the left of the cutCosider the RHSFGDFGD = RF/sin450.62If the load to the right of the cutCosider the LHS8-1.06FGD = -RA/sin45121.8FGD = -1.0608*12-.6188*8 = -17.68 kipsFED1.05FEFFGDIf the load to the left of the cutCosider the RHSFED = 0Cosider the RHSFED = 1.8*12+1.05*8 = 30 kips
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This note was uploaded on 03/29/2011 for the course CIVL 201 taught by Professor Schneider during the Spring '08 term at Manhattan College.