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1. Multiple choice questions (4 scores for each question, 20 scores in total) (1) The condition...
1. Multiple choice questions (4 scores for each question, 20 scores in total) (1) The condition...
1. Multiple choice questions (4 scores for each question, 20 scores in total) (1) The condition for the axial compression member equal stability in both principal axes: () A. Equal bar length B. Equal calculated length C. Equal slenderness ratio D. Equal sectional geometry dimension (2) The ultimate state of the axial tensile member is calculated by strength is: ( A. The average stress of the net section reaches the tensile strength f, of the steel. B. The average stress...
1. Multiple choice questions (4 scores for each question, 20 scores in total) (1) The condition...
1. Multiple choice questions (4 scores for each question, 20 scores in total) (1) The condition for the axial compression member equal stability in both principal axes: () A. Equal bar length B. Equal calculated length C. Equal slenderness ratio D. Equal sectional geometry dimension (2) The ultimate state of the axial tensile member is calculated by strength is: () A. The average stress of the net section reaches the tensile strength f, of the steel. B. The average stress...
(1) The condition for the axial compression member equal stability in both principal axes: C) A....
(1) The condition for the axial compression member equal stability in both principal axes: C) A. Equal bar length B. Equal calculated length C. Equal slenderness ratio D. Equal sectional geometry dimension (2) The ultimate state of the axial tensile member is calculated by strength is: A. The average stress of the net section reaches the tensile strengthſ of the steel. B. The average stress of the gross section reaches the tensile strength of the steel. C. The average stress...
3. Calculation questions (20 scores for each question, 60 scores in total) |(1) The I-section beam...
3. Calculation questions (20 scores for each question, 60 scores in total) |(1) The I-section beam about the strong axis is subjected to static load. The section size is shown in the figure without any weakening. The designed bending moment value M=400kN.m and the designed shear value V=550kN. Check whether the strength of the beam at this section meet the requirements. The steel material is Q235B. (Full score is 20) Table 1. Strength design value of steel (N/mm') Steel Tensile,...
3. Calculation questions (20 scores for each question, 60 scores in total) (1) The I-section beam...
3. Calculation questions (20 scores for each question, 60 scores in total) (1) The I-section beam about the strong axis is subjected to static load. The section size is shown in the figure without any weakening. The designed bending moment value M=400kN.m and the designed shear value V=550kN. Check whether the strength of the beam at this section meet the requirements. The steel material is Q235B. (Full score is 20) Table 1. Strength design value of steel (N/mm²) Steel Tensile,...
3. Calculation questions (20 scores for each question, 60 scores in total) (1) The I-section beam...
3. Calculation questions (20 scores for each question, 60 scores in total) (1) The I-section beam about the strong axis is subjected to static load. The section size is shown in the figure without any weakening. The designed bending moment value M=400kN.m and the designed shear value V=550kN. Check whether the strength of the beam at this section meet the requirements. The steel material is Q235B. (Full score is 20) Table 1. Strength design value of steel (N/mm) Steel Tensile,...
2. Short answer questions (5 scores for each question, 20 scores in total) (1) Write down...
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:...
2. Short answer questions (5 scores for each question, 20 scores in total) (1) Write down...
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. Short answer questions (5 scores for each question, 20 scores in total) (1) Write down...
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. Short answer questions (5 scores for each question, 20 scores in total) (1) Write down...
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?
1. Multiple choice questions (4 scores for each question, 20 scores in total) (1) The condition for the axial compression member equal stability in both principal axes: () A. Equal bar length B. Equal calculated length C. Equal slenderness ratio D. Equal sectional geometry dimension (2) The ultimate state of the axial tensile member is calculated by strength is: ( A. The average stress of the net section reaches the tensile strength f, of the steel. B. The average stress...
1. Multiple choice questions (4 scores for each question, 20 scores in total) (1) The condition for the axial compression member equal stability in both principal axes: () A. Equal bar length B. Equal calculated length C. Equal slenderness ratio D. Equal sectional geometry dimension (2) The ultimate state of the axial tensile member is calculated by strength is: () A. The average stress of the net section reaches the tensile strength f, of the steel. B. The average stress...
(1) The condition for the axial compression member equal stability in both principal axes: C) A. Equal bar length B. Equal calculated length C. Equal slenderness ratio D. Equal sectional geometry dimension (2) The ultimate state of the axial tensile member is calculated by strength is: A. The average stress of the net section reaches the tensile strengthſ of the steel. B. The average stress of the gross section reaches the tensile strength of the steel. C. The average stress...
3. Calculation questions (20 scores for each question, 60 scores in total) |(1) The I-section beam about the strong axis is subjected to static load. The section size is shown in the figure without any weakening. The designed bending moment value M=400kN.m and the designed shear value V=550kN. Check whether the strength of the beam at this section meet the requirements. The steel material is Q235B. (Full score is 20) Table 1. Strength design value of steel (N/mm') Steel Tensile,...
3. Calculation questions (20 scores for each question, 60 scores in total) (1) The I-section beam about the strong axis is subjected to static load. The section size is shown in the figure without any weakening. The designed bending moment value M=400kN.m and the designed shear value V=550kN. Check whether the strength of the beam at this section meet the requirements. The steel material is Q235B. (Full score is 20) Table 1. Strength design value of steel (N/mm²) Steel Tensile,...
3. Calculation questions (20 scores for each question, 60 scores in total) (1) The I-section beam about the strong axis is subjected to static load. The section size is shown in the figure without any weakening. The designed bending moment value M=400kN.m and the designed shear value V=550kN. Check whether the strength of the beam at this section meet the requirements. The steel material is Q235B. (Full score is 20) Table 1. Strength design value of steel (N/mm) Steel Tensile,...
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:...
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. 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. 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?
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