J. Guru Prasanna
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- Member since
- Aug 8, 2012
- Last active
- Jul 13, 2013
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#Threads
9da8dadc-3f70-46d8-98a5-9a83797e68a0
It has been concluded that "the granite beam cannot be designed by any approximate method".. the loads acting on the structure are...
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#Threads
e095ee9d-1639-43a7-94de-03eaab61ff17
Alvord12Are you assuming that the 500 KN acts as a point load on the center of the beam? Also, I'm not too...
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#Threads
d1acf501-8cca-48eb-b8ce-19a889bc13f5
anuraadhaSorry Guru. Can you be more elaborate? And IS 456 is used for concrete structures. Please see this post that you have...
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#Threads
71cf4fa2-0e65-4d03-af92-4e5efbdc7259
J. Guru Prasannapls upload IS 3316 - specification for structural granitesorry sir, i posted this query by mistake
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#Threads
880bb666-4768-41f4-8b1f-3e815c6a6bd5
pls upload IS 3316 - specification for structural granite
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#Threads
Load Distribution from slab to surrounding beam in the case of STONE SLAB
As per IS 456 2000, fig 7, we get the slab load that is distributed to the surrounding beam.. In case if...