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4.10 (A/B). A composite beam is of the construction shown in Fig. 4.28. Calculate the allowable u.d.l. that the beam can carry over a simply supported span of 7 m if the stresses are limited to 120 MN/m² in the steel and 7 MN/m² in the timber. Modular ratio = 20. [1.13 kN/m.] All dimensions in mm 50 50 Timbers 100 Steels 100 50 Fig. 4.28. www

4.10 (A/B). A composite beam is of the construction shown in Fig. 4.28. Calculate the allowable u.d.l. that the beam can carry over a simply supported span of 7 m if the stresses are limited to 120 MN/m² in the steel and 7 MN/m² in the timber. Modular ratio = 20. [1.13 kN/m.] All dimensions in mm 50 50 Timbers 100 Steels 100 50 Fig. 4.28. www

Elements Of Electromagnetics
Elements Of Electromagnetics
7th Edition
ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
ChapterMA: Math Assessment
Section: Chapter Questions
Problem 1.1MA
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A composite beam is of the construction shown in Figure (22). Calculate the allowable u.d.1. that the beam can carry over a simply supported span of 7 m if the stresses are limited to 120 MN/m2 in the steel and 7 MN/m2 in the timber. Modular ratio = 20.
4.10 (A/B). A composite beam is of the construction shown in Fig. 4.28. Calculate the allowable u.d.l. that the beam can carry over a simply supported span of 7 m if the stresses are limited to 120 MN/m² in the steel and 7 MN/m? in the timber. Modular ratio = 20. [1.13 kN/m.] All dimension s in mm 50 50 Timbers 100 Steels 100 50 Fig. 4.28.
Transcribed Image Text:4.10 (A/B). A composite beam is of the construction shown in Fig. 4.28. Calculate the allowable u.d.l. that the beam can carry over a simply supported span of 7 m if the stresses are limited to 120 MN/m² in the steel and 7 MN/m? in the timber. Modular ratio = 20. [1.13 kN/m.] All dimension s in mm 50 50 Timbers 100 Steels 100 50 Fig. 4.28.
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