An l-section beam having the cross-sectional dimensions shown in Fig. P.10.2 carries a vertical shear load of 80 kN. Calculate and sketch the distribution of vertical shear stress across the beam section and determine the percentage of the total shear load carried by the web. Ans. t (base of flanges) = 1.1 N/mm², t (ends of web) = 11.1 N/mm², 1 (neutral axis) =15.77 N/mm², 95.9%.

Structural Analysis
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Chapter2: Loads On Structures
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20 mm
15 mm
400 mm
20 mm
150 mm
Transcribed Image Text:20 mm 15 mm 400 mm 20 mm 150 mm
: An I-section beam having the cross-sectional dimensions shown in Fig. P.10.2 carries a vertical
shear load of 80 kN. Calculate and sketch the distribution of vertical shear stress across the beam
section and determine the percentage of the total shear load carried by the web.
Ans. t (base of flanges) = 1.1 N/mm², 7 (ends of web) = 11.1 N/mm²,
7 (neutral axis) =15.77 N/mm², 95.9%.
Transcribed Image Text:: An I-section beam having the cross-sectional dimensions shown in Fig. P.10.2 carries a vertical shear load of 80 kN. Calculate and sketch the distribution of vertical shear stress across the beam section and determine the percentage of the total shear load carried by the web. Ans. t (base of flanges) = 1.1 N/mm², 7 (ends of web) = 11.1 N/mm², 7 (neutral axis) =15.77 N/mm², 95.9%.
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