A beam is supported as shown below: The beam is to carry the following loads, in (kN) and in (kN/m), in the table below: Determine the following: 3. Maximum moment reaction at A, MA in kN-m
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A beam is supported as shown below:
The beam is to carry the following loads, in (kN)
and in (kN/m), in the table below:
Determine the following:
3. Maximum moment reaction at A, MA in kN-m
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- Reactions A and E BD member ABC member CDE member(checking & force summary table)For the box beam shown in Fig. if the modulus of elasticity E = 200 GPa, the flexural stresses at support for point (a) is ..................... MPa * 120mm 16.2kN 16.2KkN —{ 10.2KN/m £ fj//’/ £ W @ Q| im 3m im = 30 mm thickness of walls cross section Your answerThree wires of steel 1, 2 and 3, each having area A support a load W as shown in the figure below. What is the ratio between collapse load and the load corresponding to yielding of one of the wires? Blép (1) L/2 (2) 1 W 3 ——— L
- HW A nigid slab weighing 6o0 Kw is Placed uron two bronze vads and one Steel Vod Cach of bo00 mm2 area at a temPerature of 15 Ĉ as shown, find the temPerature at which the stress in steel Vod will be Zero ? takei Cuefficient of exransion for Steel= 12Mm/m.č Coefficient of exransion for brónze = 18 Mm/m.c %3D Young's modulus for steel = 200 G la Young's modulus for bronze = 80 GPa 600 IW -bronze 25orpm 30mm steeltotogratlar - 2.2JPG A Tom fotograflan gonintule + Şuraya ekle: % Düzenle ve Oluştur 2 Paylaş Learning Goal: To solve for forces in statically indeterminate bars with axial loads * Part A - Force with a knowri deflection When the number of reaction forces is greater than the number of equilibrium equations, the system is statically indaterminate! Sclving for the reactions requires some additional equations. These addifional equations come from considering.compatibility relationships (i.0., continuity of displacements and relationships between displacements and loads). The square bar shown (Figure 1).is 50 mm thick and 57 m kong and is fixed supported at both ends. A load directed letward is applied at point C, as shown, La = 3.5 m from the left end The modulus of elasticily is E = 100 GPa If point C moves 6 = 0 15 mn to the left, what is the applied force? Express your answer with appropriate units to three significant figures. > View Available Hint(s) For an axially loaded member, the…ed-fixed NOTE Do not continue to load the struts after the buckling load has been reached otherwise the struts will become permanently deformed! Enter your results into Table 3. TUAT2 Strut Length Buckling load 1/L2 number (m2) 12,75 918 6,92 (mm) (N) -344 - 275 -195 - 154 - 119 PHE 1 280 330 380 4. 430 OFS 4,34 Table 3 Results for experiment 2 (fixed-fixed) 480 Plot separate graphs of buckling load versus 1/L and calculate the gradient of each line. Establish ratios between each end condition (taking the pinned-pinned condition as 1). Examine the Euler buckling formulae for each end condition and confirm that the experimental and theoretical ratios are similar.
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