• shear reinforcement is staad pro

    i am designing a beam from IS 456 in connect edition 1st time before SS4 is used so it is observed that spacing of the Shear Stirrups is more then 300 in old version it is limited to 300 currently I am using update 12 of the Connect Edition please look…
  • I am attaching a simple g+2 building which I have analysed in Staad. Have few queries about the same.

    I have given the clear cover to be 25mm in beams and 40mm for columns as per Indian Code. Further, I can see from the design output I can see from the design report that the clear cover is 35mm even though I have given 25mm in the input for the beams…
  • Como obtener periodo de vibración para cada dirección X, Y y Z

    Saludos a todos, en México se ha modificado el análisis por sismo, me piden realizar la comprobación del cortante basal en cada dirección ortogonal, mínimo en 2 direcciones (X y Z), así como la verificación del estado límite de servicio para sismos frecuentes…
  • STAAD shear calculation error for AISC 360-10

    Hi All, I have noticed that STAAD incorrectly calculates the shear capacity for a member. Specifically, it uses a VERY large shear area (overstated by a factor of 2!). Here is the output for an Australian 250UC72.9: INTERMEDIATE: Aw: Cv: Kv: h/tw: Vn…