This problem is called design of beam for questions 8A, 8B, and 8C with the section shown in figure 08. A distributed load of w N/m is applied over an entire length of a simply supported beam 8m long. The beam section is made up of four 20mmx100mm rectangles arranged as shown. 8A. Determine the maximum value of w without exceeding the permissible flexure stress of 10MPa

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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This problem is called design of beam for questions 8A, 8B, and 8C with the section shown in figure 08. A distributed load of w N/m is applied over an entire length of a simply supported beam 8m long. The beam section is made up of four 20mmx100mm rectangles arranged as shown. 8A. Determine the maximum value of w without exceeding the permissible flexure stress of 10MPa

Figure 08 for Question 8A, 8B
and 8C
1276.43 N/m
638.22 N/m
319.10 N/m
159.05 N/m
Transcribed Image Text:Figure 08 for Question 8A, 8B and 8C 1276.43 N/m 638.22 N/m 319.10 N/m 159.05 N/m
8B. Determine the maximum value of w without exceeding the permissible
shear stress of 1.2MPA. *
2522.82 N/m
1261.41 N/m
630.70 N/m
O 315.35 N/m
8C. Determine the maximum value of w without exceeding the
permissible screw strength of 800N for a pitch of 75mm. *
1588.44 N/m
794.22 N/m
397.10 N/m
O 198.55 N/m
Transcribed Image Text:8B. Determine the maximum value of w without exceeding the permissible shear stress of 1.2MPA. * 2522.82 N/m 1261.41 N/m 630.70 N/m O 315.35 N/m 8C. Determine the maximum value of w without exceeding the permissible screw strength of 800N for a pitch of 75mm. * 1588.44 N/m 794.22 N/m 397.10 N/m O 198.55 N/m
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