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…

Hi, I'm trying to get a deeper understanding of why RAM Concept is showing my shear requirement as being larger than the same beam I have modelled in RAPT to verify. RAPT does not require any additional shear reinforcement. I have checked the shear…

Hi everyone. I was calculating a joint in RAM Connection, and notice that, from my POV, is a mistake in definition of a and h values for calculation of kv. In this picture you can see a beam seated on a column, with following dimensions: …

Hi, I am modelling a substructure in STAAD Pro and after application of loads when i ran analysis i got my raft failed in shear. my allowable shear is 0.675 KPa and the actual shear stress is 1.5 KPa, i have ignored the plates under the columns and even…

Hi there, I'm designing a parking PT slab with PT beams in a corner panel where we have higher loads. I noticed that the amount of shear reinforcement in the beams running parallel to the distributed tendon (longitude direction) increases exponentially…

2570.PEB-EQUIVALANET STATIC ANALYSIS.std

PEB-EQUIVALANET STATIC ANALYSIS.std

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…

Hi, I've come across this particular issue a number of times but have never had RAM specify this much shear reinforcement before - see snapshots below. This is a one-way slab and band beam system so wouldn't be expecting shear ties in the beam like…

I have an existing two-way slab that I am trying to analyze. At locations of negative bending, the effective depth for one way shear calculations is much smaller than I'm calculating it to be by hand. Based on the value that the audit is showing, it…

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…

I am using RAM Connection for a base plate. The base plate has both uplift and shear concurrently. I was looking to see how the interaction of tension and shear was done on the weld and cannot figure out what RAM is doing to calculate the demand. …

Hello, I attach my Staad model for your attention. I am wondering why the plane I have cut does not give any values for Fx, Fy and Fxy? Also I cannot obtain a number of the outputs from the cutting plane such as global moment etc? I am looking…