hello pals:
im wondering about shpere weight that hangs as a pendullum in a very high structures i know it has something to do for dampening the lateral force action but i cant get away with my notion that this one might also amplify the force...
how does this thing work in the...
hello pals,
im designing a column which confused me very much, some of my collegue says that desingning stirrups for column does not have great importance as long as you will provide.
i dont a agree, though im trying hear to find some answer.
from the books i have...
hello pals,
im designing a two way slab with beams which is cannot be done by direct design method but the problem is i dont know to how to used equivalent frame method, i believe that it needs a table brows for nonprismatic and the like to get the work done, dont have much researched...
as designing the two way slab by direct design method.. the beam carry most of the loads, thus the beams has its ultimate moments. the ultimate fuctored moment of the beam thats was derrived by the slab analysis should be used in designing the beam?
