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Design the rc slb culvert for class AA/70 r loading as per provisions of latest IRC-6.
given data :
Width of bridge 10.5m
No footpath provoided
Condition for exposure- Moderate
Materials-concrete grade M-25
Steel-Deformed bars to IS : 1786(grade S-415)
Clear span 5m
Height of vent-3m
Depth of foundation - 1.35
Wearing course - 75 mm thick asphaltic concrete.
a three storied building frame has three equal bays of 5m each and height between floors is 4 m. the wind load acting at roof level and various floor levels are h1=6kn,h2=12kn and h3=12kn.the columns have same cross section. estimate the moments in columns and beams using cantilever method.
I need to certify my degree certificate from university.Need some contact to whom I need to talk as the document already submitted at University.Matter is urgent.
what is the official formula of MAKAUT to convert percentage from DGPA?
