Steel, fy (main bars) = 415 Mpa Steel, fyt (ties) = 275 Mpa 1. Determine the minimum spacing “a”, (mm)? (Use kN, use NSCP 2010 provision, the answer must be two (2) decimal places, and avoid rounding off when it's not a final answer) 2. Determine the nominal shear strength (kN) provided by the concrete? (Use kN, use NSCP 2010 provision, the answer must be two (2) decimal places, and avoid rounding off when it's not a final answer) 3. Determine the nominal shear strength if the lateral ties area is spaced at 125 mm on center? (Use kN, use NSCP 2010 provision, the answer must be two (2) decimal places, and avoid rounding off when it's not a final answer
Steel, fy (main bars) = 415 Mpa Steel, fyt (ties) = 275 Mpa 1. Determine the minimum spacing “a”, (mm)? (Use kN, use NSCP 2010 provision, the answer must be two (2) decimal places, and avoid rounding off when it's not a final answer) 2. Determine the nominal shear strength (kN) provided by the concrete? (Use kN, use NSCP 2010 provision, the answer must be two (2) decimal places, and avoid rounding off when it's not a final answer) 3. Determine the nominal shear strength if the lateral ties area is spaced at 125 mm on center? (Use kN, use NSCP 2010 provision, the answer must be two (2) decimal places, and avoid rounding off when it's not a final answer
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
h1 = 100 mm
h2 = 500 mm
B = 350 mm
Tension steel, As = 6 of 28 mm diameter bars
Compression steel, As’ = 4- 28 mm diameter bars
Lateral ties = 12 mm diameter
Clear concrete cover = 40 mm
Concrete, f’c = 27 MPa
Steel, fy (main bars) = 415 Mpa
Steel, fyt (ties) = 275 Mpa
1. Determine the minimum spacing “a”, (mm)? (Use kN, use NSCP 2010 provision, the answer must be two (2) decimal places, and avoid rounding off when it's not a final answer)
2. Determine the nominal shear strength (kN) provided by the concrete? (Use kN, use NSCP 2010 provision, the answer must be two (2) decimal places, and avoid rounding off when it's not a final answer)
3. Determine the nominal shear strength if the lateral ties area is spaced at 125 mm on center? (Use kN, use NSCP 2010 provision, the answer must be two (2) decimal places, and avoid rounding off when it's not a final answer)
Transcribed Image Text:•··.·.·.·.
4-28 mm Ø
D
6-28 mmi Ø
350
12 mm Ø
stirrups
1
100
500
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