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|(3) Briefly describe the cross-sectional selection principle of axially loaded members: axially loaded members. (4) Briefly...
(3) Briefly describe the cross-sectional selection principle of axially loaded members: axially loaded members.
(1) Write down the local stability checking formula of solid web axial compression member. When the local stability of column web does not meet the requirements, what measures should be taken? (2) When calculating the global stability of lattice axial compression members suffering from bending about the imaginary axis, why is the equivalent slenderness ratio used? |(3) Briefly describe the cross-sectional selection principle of axially loaded members: axially loaded members. (4) Briefly describe the function of hexagonal hole setting in...
(1) Write down the local stability checking formula of solid web axial compression member. When the local stability of column web does not meet the requirements, what measures should be taken? (2) When calculating the global stability of lattice axial compression members suffering from bending about the imaginary axis, why is the equivalent slenderness ratio used? |(3) Briefly describe the cross-sectional selection principle of axially loaded members: axially loaded members. (4) Briefly describe the function of hexagonal hole setting in...
|(4) Briefly describe the function of hexagonal hole setting in the castellated beams. Cutting line I Welding line A 2k Hexagonal hole
2. Short answer questions (5 scores for each question, 20 scores in total) (1) Write down the local stability checking formula of solid web axial compression member. When the local stability of column web does not meet the requirements, what measures should be taken? (2) When calculating the global stability of lattice axial compression members suffering from bending about the imaginary axis, why is the equivalent slenderness ratio used? (3) Briefly describe the cross-sectional selection principle of axially loaded members:...
(4) Briefly describe the function of hexagonal hole setting in the castellated beams. Cutting line I IS t Welding line Hexagonal hole
(4) Briefly describe the function of hexagonal hole setting in the castellated beams. Cutting line It! 42 Welding line 26 Hexagonal hole
(2) When calculating the global stability of lattice axial compression members suffering from bending about the imaginary axis, why is the equivalent slenderness ratio used? (3) Briefly describe the cross-sectional selection principle of axially loaded members: axially loaded members.
(1) Write down the local stability checking formula of solid web axial compression member. When the local stability of column web does not meet the requirements, what measures should be taken? (2) When calculating the global stability of lattice axial compression members suffering from bending about the imaginary axis, why is the equivalent slenderness ratio used? (3) Briefly describe the cross-sectional selection principle of axially loaded members: axially loaded members.
Problem 4 Statically Indeterminate Axially Loaded Members (25pts) A tie rod (1) and a pipe strut (2) are used to support a 50 kN load, as shown. The cross-sectional areas are A1 = 650 mm2 for tie rod (1) and A2 = 925 mm2 for pipe strut (2). Both members are made of structural steel that has an elastic modulus E 200 GPa. (a) Determine the normal stresses in tie rod (1) and pipe strut (2)ยท(b) Determine the elongation or...