5KN 15KN DX Im лиш Х * Figure 6a Assume that the beam in Figure 6a has the cross-section shown in Figure 6b, and the maximum allowable tensile and compressive stress in the material used to manufacture the beam is 30 N/mm². Calculate the maximum Moment of Resistance for this beam. АУ 50 mm -한 +. 225 mm Figure 6b Assume that the beam in Figure 6a has the cross-section shown in Figure 6b. Determine whether this beam is adequate to support the load acting on it, as shown in Figure 6a (e.g. whether the beam has sufficient strength to resist the maximum Bending Moment calculated at Q24). Assume that the beam in Figure 6a has the cross-section shown in Figure 6c. Determine whether the beam is adequate to support the load acting on it, as shown in Figure 6a (e.g. whether the beam has sufficient strength to resist the maximum Bending Moment calculated at Q24).
5KN 15KN DX Im лиш Х * Figure 6a Assume that the beam in Figure 6a has the cross-section shown in Figure 6b, and the maximum allowable tensile and compressive stress in the material used to manufacture the beam is 30 N/mm². Calculate the maximum Moment of Resistance for this beam. АУ 50 mm -한 +. 225 mm Figure 6b Assume that the beam in Figure 6a has the cross-section shown in Figure 6b. Determine whether this beam is adequate to support the load acting on it, as shown in Figure 6a (e.g. whether the beam has sufficient strength to resist the maximum Bending Moment calculated at Q24). Assume that the beam in Figure 6a has the cross-section shown in Figure 6c. Determine whether the beam is adequate to support the load acting on it, as shown in Figure 6a (e.g. whether the beam has sufficient strength to resist the maximum Bending Moment calculated at Q24).
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:5KN
15KN
DX
Im
лиш
Х
*
Figure 6a
Assume that the beam in Figure 6a has the cross-section shown in Figure 6b, and
the maximum allowable tensile and compressive stress in the material used to
manufacture the beam is 30 N/mm². Calculate the maximum Moment of Resistance
for this beam.
АУ
50 mm
-한
+.
225 mm
Figure 6b
Assume that the beam in Figure 6a has the cross-section shown in Figure 6b.
Determine whether this beam is adequate to support the load acting on it, as shown
in Figure 6a (e.g. whether the beam has sufficient strength to resist the maximum
Bending Moment calculated at Q24).
Assume that the beam in Figure 6a has the cross-section shown in Figure 6c.
Determine whether the beam is adequate to support the load acting on it, as shown
in Figure 6a (e.g. whether the beam has sufficient strength to resist the maximum
Bending Moment calculated at Q24).
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