sap2000® betonarme çerçeve örneklerle sağlama kılavuzu

Sol uçta hesap:F = 1.25⋅f ⋅ A = 1.25⋅420⋅ 581.8 /1000= 305.5kN=Fs yk s cF = 305.5 kN = 0.85⋅f ⋅b⋅ a= 0.85⋅25⋅970 ⋅a/1000→ a=14.8 mmccka0.0148M + p= Fc( d− ) = 305.5 ⋅(0.57 − ) = 171.84 kNm (SAP2000 171.83 kNm)2 2M+ = 171.84 kNmpSağ uçta hesap:F = 1.25⋅f ⋅ A = 1.25⋅420⋅ 761/1000= 399.5 kN=Fs yk s cF = 399.5 kN = 0.85⋅f ⋅b⋅ a= 0.85⋅25⋅970 ⋅a/1000→ a=75.2 mmccka0.075M − p= Fc( d− ) = 399.5 ⋅(0.57 − ) = 212.71 kNm (SAP2000 212.74 kNm)2 2M− = 212.71 kNmpVe* 212.71+171.84= 41.52 + = 135.2 kN4.10Ve212.71+171.84= 37.62+ = 131.42 kN4.10SAP2000 v15.1 – TS500 TDY – SAĞLAMA ÖRNEĞİ 2 – © www.comp-engineering.com Sayfa: 16