102年高考三級工程力學第五題 - 土木
By Oscar
at 2013-12-11T20:23
at 2013-12-11T20:23
Table of Contents
※ 引述《mountain161 (山豬)》之銘言:
: 題目:
: http://farm6.staticflickr.com/5478/11319942594_ff39502bcb_c.jpg
圖五
────────────┐ ─
│ ↑
│ │
│ │
│ │ -
│ │ x = 2 + 1 * (1 - cosθ) = 3 - cosθ
│ │
│ │
σ __-─┘ │
╲ ─ | │
↘╱ \ | ↓
╱ \ |  ̄
/ \ dθ\ |
/ \ \ θ|
/ \ \ |
| \ \ |
────┘----------------
(1)
-
σ = γw * x = 9.81 * (3 - cosθ)
σv = σ * cosθ = 9.81 * (3cosθ - 1/2 - 1/2*cos2θ)
σh = σ * sinθ = 9.81 * (3 - cosθ) * sinθ
(2)
dF = σ * dA = σ * (1 * dθ) = σdθ
π/2 π/2
Fv = ∫ σvdθ = 9.81 * ∫ (3cosθ - 1/2 - 1/2*cos2θ)dθ
0 0
π/2
= 9.81 * [3sinθ - θ/2 - 1/4*sin2θ]
0
= 9.81 * [3 - π/4]
= 21.73 kN/m
π/2 π/2
Fh = ∫ σhdθ = 9.81 * ∫ [(3 - cosθ) * sinθ]dθ
0 0
π/2
= 9.81 * ∫ (3 - cosθ)(-dcosθ)
0
π/2
= 9.81 * [1/2*cosθ^2 - 3cosθ]
0
= 9.81 * (-1/2 + 3)
= 24.53 kN/m
合力F = √(Fv^2 + Fh^2) = 32.77 kN/m (── )........................(Ans.)
↘ β
β = atan(Fv/Fh) = 41.54°..........................................(Ans.)
(3)
圖六類似圖五 只是應力作用方向為↗
↗ β
合力F = 32.77 kN/m (── )..........................................(Ans.)
β = 41.54°........................................................(Ans.)
--
我果然是吃飽太閒....
--
: 題目:
: http://farm6.staticflickr.com/5478/11319942594_ff39502bcb_c.jpg
圖五
────────────┐ ─
│ ↑
│ │
│ │
│ │ -
│ │ x = 2 + 1 * (1 - cosθ) = 3 - cosθ
│ │
│ │
σ __-─┘ │
╲ ─ | │
↘╱ \ | ↓
╱ \ |  ̄
/ \ dθ\ |
/ \ \ θ|
/ \ \ |
| \ \ |
────┘----------------
(1)
-
σ = γw * x = 9.81 * (3 - cosθ)
σv = σ * cosθ = 9.81 * (3cosθ - 1/2 - 1/2*cos2θ)
σh = σ * sinθ = 9.81 * (3 - cosθ) * sinθ
(2)
dF = σ * dA = σ * (1 * dθ) = σdθ
π/2 π/2
Fv = ∫ σvdθ = 9.81 * ∫ (3cosθ - 1/2 - 1/2*cos2θ)dθ
0 0
π/2
= 9.81 * [3sinθ - θ/2 - 1/4*sin2θ]
0
= 9.81 * [3 - π/4]
= 21.73 kN/m
π/2 π/2
Fh = ∫ σhdθ = 9.81 * ∫ [(3 - cosθ) * sinθ]dθ
0 0
π/2
= 9.81 * ∫ (3 - cosθ)(-dcosθ)
0
π/2
= 9.81 * [1/2*cosθ^2 - 3cosθ]
0
= 9.81 * (-1/2 + 3)
= 24.53 kN/m
合力F = √(Fv^2 + Fh^2) = 32.77 kN/m (── )........................(Ans.)
↘ β
β = atan(Fv/Fh) = 41.54°..........................................(Ans.)
(3)
圖六類似圖五 只是應力作用方向為↗
↗ β
合力F = 32.77 kN/m (── )..........................................(Ans.)
β = 41.54°........................................................(Ans.)
--
我果然是吃飽太閒....
--
Tags:
土木
All Comments
By Hedda
at 2013-12-14T10:58
at 2013-12-14T10:58
By David
at 2013-12-17T22:30
at 2013-12-17T22:30
By Agnes
at 2013-12-21T19:09
at 2013-12-21T19:09
By Anthony
at 2013-12-23T06:26
at 2013-12-23T06:26
By Dorothy
at 2013-12-23T12:31
at 2013-12-23T12:31
By Hedy
at 2013-12-24T01:41
at 2013-12-24T01:41
By Ethan
at 2013-12-27T12:47
at 2013-12-27T12:47
By Lauren
at 2013-12-28T20:07
at 2013-12-28T20:07
By Cara
at 2013-12-31T22:38
at 2013-12-31T22:38
By Sierra Rose
at 2014-01-04T08:45
at 2014-01-04T08:45
By Delia
at 2014-01-09T03:09
at 2014-01-09T03:09
By Ingrid
at 2014-01-13T07:35
at 2014-01-13T07:35
By Megan
at 2014-01-15T06:24
at 2014-01-15T06:24
By Queena
at 2014-01-18T04:31
at 2014-01-18T04:31
By Aaliyah
at 2014-01-19T06:21
at 2014-01-19T06:21
By Hamiltion
at 2014-01-20T07:48
at 2014-01-20T07:48
Related Posts
102年高考三級工程力學第五題
By Charlie
at 2013-12-11T15:00
at 2013-12-11T15:00
慣性矩與應力公式比較疑問
By William
at 2013-12-11T14:53
at 2013-12-11T14:53
結構學師資請益
By Mason
at 2013-12-11T10:06
at 2013-12-11T10:06
隔行如隔山....
By Sandy
at 2013-12-10T11:11
at 2013-12-10T11:11
營建物價第80期
By Anonymous
at 2013-12-09T05:23
at 2013-12-09T05:23