while analyzing a structure with aluminium members supported by Steel frame in Staad pro. for the member take off results,i dont find the aluminium take off values instead having only the steel takeoff values.
Help me to take the aluminium takeoff in the staad results.
thanks in advance.
Thank you dear klaus.
please go through this
i am a beginner.not familiar about those foil.
understood what you meant but dont know in detail.
will try to solve it
if i am wrong .please educate me regarding the same
regards,
midshel
Dear klaus,
thanks for your kind response.
Actual thing is
Based on the BS standards, the allowable deflection is span/65 or 25 mm, whichever is less
if i consider the total thickness of glass i.e 17.52 mm then only the it will be within the allowable limit.
hence i consider 17.52 mm for the...
how to calculate the effective thickness of two 8 mm glass laminated with pvb of 1.52 mm[total thickness of glass is 8+1.52+8=17.52mm] using AAMA/ASTM/GANA standards?
i am grateful if u provide me the allowable stress and deflection of the same.
thanks in advance
How to verify the effective length of the column after analysis for a steel member? If a cantilever beam having effective length 2L how can i validate the result of the member that it takes the effective length for analysis? Thanks in advance.
