### Structural Design Diagram and Specifications #### Diagram Explanation The diagram illustrates a T-beam structure with three stem faces, positioned at intervals across a beam flange. The key measurements are indicated as follows: - **Horizontal Dimensions:** - Spans between stem centers: 5'-9" each - Flange thickness: 3" - **Vertical Dimensions:** - Stem heights: 21" - Stem base widths: 14" - **Reinforcement:** - Each stem is reinforced with 4 #9 rebars. #### Specifications 1) **Concrete Strength and Type:** - \( f'_{c} = 5000 \, \text{psi} \) - Normal Weight Concrete (NWC) 2) **Steel Reinforcement:** - Grade 60 steel - 4 #9 rebars used in each stem 3) **Beam Span:** - Total beam length (\( L \)) is 25 feet - It is a simple span configuration 4) **Moment Capacity:** - Required to calculate \(\phi M_n\), the design moment capacity.

### Structural Design Diagram and Specifications #### Diagram Explanation The diagram illustrates a T-beam structure with three stem faces, positioned at intervals across a beam flange. The key measurements are indicated as follows: - Horizontal Dimensions: - Spans between stem centers: 5'-9" each - Flange thickness: 3" - Vertical Dimensions: - Stem heights: 21" - Stem base widths: 14" - Reinforcement: - Each stem is reinforced with 4 #9 rebars. #### Specifications 1) Concrete Strength and Type: - \( f'_{c} = 5000 \, \text{psi} \) - Normal Weight Concrete (NWC) 2) Steel Reinforcement: - Grade 60 steel - 4 #9 rebars used in each stem 3) Beam Span: - Total beam length (\( L \)) is 25 feet - It is a simple span configuration 4) Moment Capacity: - Required to calculate \(\phi M_n\), the design moment capacity.

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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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)
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Note# Honorable expert teacher kindly solve each and every step of the Q#1 as soon as possible, its urgent for today..i will be very thankful to u for this kind favor. Course; is Reinforced Concrete-1. ( Department; Civil engineering department )
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The prestressed I beam shown in cross section is pre tensioned using seven ordinary strands grade 250 (fpu = 1728 MPa) carrying an effective prestress fpe 988 MPa. fpy =1480 MPa %3D -300 0.85fc' 150 a 300 440 600 (d-a2) e 300 T=Aps fps Aps =650 mm2 Total depth of beam = 600 mm Distance from center to tendons to the top of the beam = 440 mm Aps = 650 mm2 %3D Average flange thickness = 150 mm Width of flange = 300 mm Thickness of web = 100 mm fc' = 27.6 MPa Determine the ultimate moment capacity of the beam in kN-m.
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a two span beam subject to shear and flexure only is reinforced as follows: Section: TOP BARS @ midspan: 2-ø20mm @ face of supports: 5-ø20mm Section: BOTTOM BARS @midspan: 3-ø20mm @ face of supports: 2-ø20mm GIVEN: Stirrup diameter ds = 10mm concrete f'c= 21 mpa steel rebar fy= 415 mpa stirrup fy = 275 mpa beam size b x h = 270 mm x 450 mm assume all bars laid out in a single layer. Determine the DESIGN moment strength of section at midspan for positive bending
e of cookies oh this website. SeedU Agreement and Privacy Polkcy SlideShare Explore Search Vou CShare Like Save Exercise A single span beam is simply supported between two columns nd carries a reinfprced concrete slab in addition to the columaarl loading shown below. sing the design load indicated, select a sukaple section considering section classification, shear and bending only. Aume S275 steel and that deadNoads are inclusive of self-weights. 41.2 kN 3,17 k 3 m 3 m Universal Beam Section Jan May 2017 22 2,130 Chapter 5 beams design Views Simon Foo 15 uploads> ublished on Nov 16 2017 implified engineering for architecture students Ched in: