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SteelDesignAttr

Struct SteelDesignAttr 

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pub struct SteelDesignAttr {
    pub elem: ElemId,
    pub joint_flange_loss: f64,
    pub joint_web_loss: f64,
    pub scallop_web_loss: f64,
    pub lb_direct: Option<(f64, f64, f64)>,
    pub lateral_brace_count: Option<u32>,
    pub lk_y_direct: Option<f64>,
    pub lk_z_direct: Option<f64>,
    pub c_direct: Option<f64>,
}
Expand description

S 造部材の断面検定用属性(鋼構造設計規準。鉄骨の断面検定における 断面性能)。継手部・スカラップによる断面欠損と横座屈長さの指定に用いる。

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§elem: ElemId§joint_flange_loss: f64

継手部のフランジ欠損率 βf [%](0=欠損なし)

§joint_web_loss: f64

継手部のウェブ欠損率 βw [%]

§scallop_web_loss: f64

スカラップによるウェブ欠損率 αw [%](端部断面に適用)

§lb_direct: Option<(f64, f64, f64)>

横座屈長さの直接入力 (始端, 中央, 終端) [mm](None=自動)

§lateral_brace_count: Option<u32>

等間隔横補剛の本数(lb 自動計算: lb = L/(n+1))

§lk_y_direct: Option<f64>

強軸まわり座屈長さの直接入力 lk_y [mm](None=自動算定)

§lk_z_direct: Option<f64>

弱軸まわり座屈長さの直接入力 lk_z [mm](None=自動算定)

§c_direct: Option<f64>

横座屈修正係数 C の直接入力(None=自動算定)。 入力がある場合は自動算定(M2/M1 比・上限 2.3)を行わず入力値を採用する。

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impl SteelDesignAttr

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pub fn is_empty(&self) -> bool

欠損率が全て 0・横座屈長さ関連の指定が全て None か(=側テーブルから 削除してよいか)。MemberDetailAttr::is_empty の流儀に合わせる。

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impl Clone for SteelDesignAttr

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fn clone(&self) -> SteelDesignAttr

Returns a duplicate of the value. Read more
1.0.0 (const: unstable) · Source§

fn clone_from(&mut self, source: &Self)

Performs copy-assignment from source. Read more
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impl Debug for SteelDesignAttr

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fn fmt(&self, f: &mut Formatter<'_>) -> Result

Formats the value using the given formatter. Read more
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impl<'de> Deserialize<'de> for SteelDesignAttr

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fn deserialize<__D>(__deserializer: __D) -> Result<Self, __D::Error>
where __D: Deserializer<'de>,

Deserialize this value from the given Serde deserializer. Read more
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impl PartialEq for SteelDesignAttr

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fn eq(&self, other: &SteelDesignAttr) -> bool

Tests for self and other values to be equal, and is used by ==.
1.0.0 (const: unstable) · Source§

fn ne(&self, other: &Rhs) -> bool

Tests for !=. The default implementation is almost always sufficient, and should not be overridden without very good reason.
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impl Serialize for SteelDesignAttr

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fn serialize<__S>(&self, __serializer: __S) -> Result<__S::Ok, __S::Error>
where __S: Serializer,

Serialize this value into the given Serde serializer. Read more
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impl StructuralPartialEq for SteelDesignAttr

Auto Trait Implementations§

Blanket Implementations§

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impl<T> Any for T
where T: 'static + ?Sized,

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fn type_id(&self) -> TypeId

Gets the TypeId of self. Read more
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impl<T> Borrow<T> for T
where T: ?Sized,

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fn borrow(&self) -> &T

Immutably borrows from an owned value. Read more
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impl<T> BorrowMut<T> for T
where T: ?Sized,

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fn borrow_mut(&mut self) -> &mut T

Mutably borrows from an owned value. Read more
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impl<T> CloneToUninit for T
where T: Clone,

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unsafe fn clone_to_uninit(&self, dest: *mut u8)

🔬This is a nightly-only experimental API. (clone_to_uninit)
Performs copy-assignment from self to dest. Read more
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impl<T> DeserializeOwned for T
where T: for<'de> Deserialize<'de>,

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impl<T> From<T> for T

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fn from(t: T) -> T

Returns the argument unchanged.

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impl<T, U> Into<U> for T
where U: From<T>,

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fn into(self) -> U

Calls U::from(self).

That is, this conversion is whatever the implementation of From<T> for U chooses to do.

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impl<T> ToOwned for T
where T: Clone,

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type Owned = T

The resulting type after obtaining ownership.
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fn to_owned(&self) -> T

Creates owned data from borrowed data, usually by cloning. Read more
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fn clone_into(&self, target: &mut T)

Uses borrowed data to replace owned data, usually by cloning. Read more
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impl<T, U> TryFrom<U> for T
where U: Into<T>,

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type Error = Infallible

The type returned in the event of a conversion error.
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fn try_from(value: U) -> Result<T, <T as TryFrom<U>>::Error>

Performs the conversion.
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impl<T, U> TryInto<U> for T
where U: TryFrom<T>,

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type Error = <U as TryFrom<T>>::Error

The type returned in the event of a conversion error.
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fn try_into(self) -> Result<U, <U as TryFrom<T>>::Error>

Performs the conversion.