). Can we still analyze and design a structure if we did not use reference loads? explain why b). Why is there no earthquake load in the y direction of staad? c). What does it mean if there is a q
). Can we still analyze and design a structure if we did not use reference loads? explain why b). Why is there no earthquake load in the y direction of staad? c). What does it mean if there is a q
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Answer the ff about staad pro.
a). Can we still analyze and design a structure if we did not use reference loads? explain why
b). Why is there no earthquake load in the y direction of staad?
c). What does it mean if there is a question mark attached to an item in staad?
d).What is the difference between error, warning and notes in staad?
e). What type of structural member will you place to act as a shearwall
f).How can we specify different floor load values on different portions of a slab.
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