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
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
Steel Design (Activate Learning with these NEW titles from Engineering!)
6th Edition
ISBN:9781337094740
Author:Segui, William T.
Publisher:Segui, William T.
Chapter9: Composite Construction
Section: Chapter Questions
Problem 9.8.9P: Use the composite beam tables and select a W-shape and stud anchors for the following conditions: ...
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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
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