θy
λ
μ
μs
ξ
σpu
σpy
τ
φv_c
ψ1
ψ2
the
‘bending
‘consider
‘for
‘iteration
‘required’
‘slab
“add”
“center”
“consider
“define
“deformation
“design
“draw
“ehdlx’
“eh’
“end”
“force
“moment
“play”
“q”
“select
※
Ⅰ
Ⅱ
Ⅲ
Ⅳ
↑
↓
↔
⇒
∑
∵local
⑦
⑧
⑨
⑩
▪
△
▶
▶load
▶when
☐
☞
검토
밊inal
요소별
측면별
평균응력
(
)