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ly USD. Use Trial Parameters. Use BASIC | с LEXURE EQUATION METHOD to compar

ly USD. Use Trial Parameters. Use BASIC | с LEXURE EQUATION METHOD to compar

Structural Analysis
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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Determine the required size b x h of a rectangular beam and the amount of tension bars to sustain the following service loads. ds = 12mm, dp = 23 mm, fy = 420MPa, f'c = 37.5 MPa. WDl 12 kN/m and WLL = 25 kN/m. . Use USD. Use Trial Parameters. Use BASIC INTERNAL FORCES METHOD and DERIVED FLEXURE EQUATION METHOD to compare results. Wu 6m %3D Use Trial Parameters: p=60%pp, c=60%cp, b=0.55d, Ø = 0.9. Show Beam detail. Check BB for the submission link. In case that the trial parameters are resulting to an inadequate beam detail, increase it on your preference following the procedures we have done and agreed during the lecture.
Transcribed Image Text:Determine the required size b x h of a rectangular beam and the amount of tension bars to sustain the following service loads. ds = 12mm, dp = 23 mm, fy = 420MPa, f'c = 37.5 MPa. WDl 12 kN/m and WLL = 25 kN/m. . Use USD. Use Trial Parameters. Use BASIC INTERNAL FORCES METHOD and DERIVED FLEXURE EQUATION METHOD to compare results. Wu 6m %3D Use Trial Parameters: p=60%pp, c=60%cp, b=0.55d, Ø = 0.9. Show Beam detail. Check BB for the submission link. In case that the trial parameters are resulting to an inadequate beam detail, increase it on your preference following the procedures we have done and agreed during the lecture.
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