Cover= 30(mm) Cx= 1.25 Cy= 1.25 Lc= 3.60(m) Nfc= 3 Rcc= 25.0
混凝土柱 ( 30)N= -1130. Uc= 0.26 Rs= 0.70(%) Rsv= 0.48(%) Asc= 254.0 ( 1)N= -1273. Mx= 31. My= -51. Asxt= 884. ( 1)N= -1273. Mx= 31. My= -51. Asyt= 884. ( 1)N= -1273. Mx= 11. My= 29. Asxb= 884. ( 1)N= -1273. Mx= 11. My= 29. Asyb= 884.
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( 1)N= -1273. Vx= 22. Vy= -12. Asvx= 131. Asvx0= 0. ( 1)N= -1273. Vx= 22. Vy= -12. Asvy= 131. Asvy0= 0. ---------------------------------------------------------------------------- N-C= 19 ( 1)B×H(mm)= 600× 600
Cover= 30(mm) Cx= 1.25 Cy= 1.25 Lc= 3.60(m) Nfc= 3 Rcc= 25.0
混凝土柱 ( 31)N= -1002. Uc= 0.23 Rs= 0.70(%) Rsv= 0.48(%) Asc= 254.0 ( 1)N= -1120. Mx= -13. My= -57. Asxt= 884. ( 1)N= -1120. Mx= -13. My= -57. Asyt= 884. ( 1)N= -1120. Mx= -3. My= 32. Asxb= 884. ( 1)N= -1120. Mx= -3. My= 32. Asyb= 884.
( 1)N= -1120. Vx= 25. Vy= 4. Asvx= 131. Asvx0= 0. ( 1)N= -1120. Vx= 25. Vy= 4. Asvy= 131. Asvy0= 0. ---------------------------------------------------------------------------- N-C= 20 ( 1)B×H(mm)= 600× 600
Cover= 30(mm) Cx= 1.25 Cy= 1.25 Lc= 3.60(m) Nfc= 3 Rcc= 25.0
混凝土柱 ( 30)N= -781. Uc= 0.18 Rs= 0.70(%) Rsv= 0.48(%) Asc= 254.0 ( 1)N= -812. Mx= 33. My= -40. Asxt= 884. ( 1)N= -812. Mx= 33. My= -40. Asyt= 884. ( 1)N= -812. Mx= 16. My= 23. Asxb= 884. ( 1)N= -812. Mx= 16. My= 23. Asyb= 884.
( 1)N= -812. Vx= 17. Vy= -14. Asvx= 131. Asvx0= 0. ( 1)N= -812. Vx= 17. Vy= -14. Asvy= 131. Asvy0= 0. ---------------------------------------------------------------------------- N-C= 21 ( 1)B×H(mm)= 600× 600
Cover= 30(mm) Cx= 1.25 Cy= 1.25 Lc= 3.60(m) Nfc= 3 Rcc= 25.0
混凝土柱 ( 30)N= -1480. Uc= 0.35 Rs= 0.70(%) Rsv= 0.56(%) Asc= 254.0
华北水利水电大学继续教育学院毕业设计
( 1)N= -1684. Mx= 33. My= -3. Asxt= 884. ( 1)N= -1684. Mx= 33. My= -3. Asyt= 884. ( 1)N= -1684. Mx= 10. My= 4. Asxb= 884. ( 1)N= -1684. Mx= 10. My= 4. Asyb= 884.
( 1)N= -1684. Vx= 2. Vy= -12. Asvx= 153. Asvx0= 0. ( 1)N= -1684. Vx= 2. Vy= -12. Asvy= 153. Asvy0= 0. ---------------------------------------------------------------------------- N-C= 22 ( 1)B×H(mm)= 600× 600
Cover= 30(mm) Cx= 1.25 Cy= 1.25 Lc= 3.60(m) Nfc= 3 Rcc= 25.0
混凝土柱 ( 31)N= -1470. Uc= 0.34 Rs= 0.70(%) Rsv= 0.56(%) Asc= 254.0 ( 1)N= -1672. Mx= -33. My= -5. Asxt= 884. ( 1)N= -1672. Mx= -33. My= -5. Asyt= 884. ( 1)N= -1672. Mx= -11. My= 6. Asxb= 884. ( 1)N= -1672. Mx= -11. My= 6. Asyb= 884.
( 1)N= -1672. Vx= 3. Vy= 12. Asvx= 153. Asvx0= 0. ( 1)N= -1672. Vx= 3. Vy= 12. Asvy= 153. Asvy0= 0. ---------------------------------------------------------------------------- N-C= 23 ( 1)B×H(mm)= 600× 600
Cover= 30(mm) Cx= 1.25 Cy= 1.25 Lc= 3.60(m) Nfc= 3 Rcc= 25.0
混凝土柱 ( 30)N= -1165. Uc= 0.27 Rs= 0.70(%) Rsv= 0.48(%) Asc= 254.0 ( 1)N= -1262. Mx= 57. My= -5. Asxt= 884. ( 1)N= -1262. Mx= 57. My= -5. Asyt= 884. ( 1)N= -1262. Mx= 27. My= 5. Asxb= 884. ( 1)N= -1262. Mx= 27. My= 5. Asyb= 884.
( 1)N= -1262. Vx= 3. Vy= -23. Asvx= 131. Asvx0= 0. ( 1)N= -1262. Vx= 3. Vy= -23. Asvy= 131. Asvy0= 0. ----------------------------------------------------------------------------
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N-C= 24 ( 1)B×H(mm)= 600× 600
Cover= 30(mm) Cx= 1.25 Cy= 1.25 Lc= 3.60(m) Nfc= 3 Rcc= 25.0
混凝土柱 ( 30)N= -1489. Uc= 0.35 Rs= 0.70(%) Rsv= 0.56(%) Asc= 254.0 ( 1)N= -1691. Mx= 33. My= 0. Asxt= 884. ( 1)N= -1691. Mx= 33. My= 0. Asyt= 884. ( 1)N= -1691. Mx= 10. My= 0. Asxb= 884. ( 1)N= -1691. Mx= 10. My= 0. Asyb= 884.
( 1)N= -1691. Vx= 0. Vy= -12. Asvx= 153. Asvx0= 0. ( 1)N= -1691. Vx= 0. Vy= -12. Asvy= 153. Asvy0= 0. ---------------------------------------------------------------------------- N-C= 25 ( 1)B×H(mm)= 600× 600