Download ACI 318-05 Mathcad in Concrete Structures by Seun Sambath PDF

By Seun Sambath

Development MANAGEMENT
Concept-Develop-Execute-Finish
__________________________________________________________________________________
Seun Sambath, PhD
Concrete Structures
(ACI 318-05)
in Mathcad
Sixth Edition
Phnom Penh 2010
___________________________________________________________________________________
Address: #M41, St.308, Sangkat Tonle Basac, Khan Chamkarmon,
Phnom Penh, Cambodia.
Tel: 012 659 848.

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Extra resources for ACI 318-05 Mathcad in Concrete Structures

Sample text

85 f'c  R  As = max ρ ρmin  b  d Step 3. 976  mm 25mm  2   11. Design of Doubly Reinforced Beams ρ  ρmax : the beam is singly reinforced (with tensile reinforcements only) ρ  ρmax : the beam is doubly reinforced (with tensile and compression reinforcements) A. 2) c ε's = ε u  c = d' c  d' c εu ε u  ε's B. 85 β1     ρ' fy ε u  ε y d ρ  ρcy : compression steel will yield f's = fy ρ  ρcy : compression steel will not yield f's  fy C. Determination of Flexural Strength Given: b  d d t d' As A's f'c fy Find: ϕMn Step 1.

Checking for steel ratio ρ= As b d ρ  ρmin : Steel reinforcement is not enough ρmin  ρ  ρmax : the beam is singly reinforced ρ  ρmax : the beam is doubly reinforced ρ = ρmax Step 2. 82  kN m E. 85 f'c 1 Step 1. 9 Mu Mn = ϕ Step 2. 85 f'c  R ρ  ρmax : the beam is doubly reinforced (concrete is not enough) ρ  ρmax : the beam is singly reinforced   As = max ρ ρmin  b  d (this is a required steel area) Step 3. 98 "is safe" if FS  1 The_beam  "is safe" "is not safe" otherwise F.

Determination of Steel Area Given: M u b w  d d t b h f f'c fy Find: As Step 1. 9 M u  ϕMn : the beam is rectangular M u  ϕMn : the beam is tee Step 2. 255 cm 2 13.

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