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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...
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/mm) Steel Tensile,...
-12 13 14 15 16 17 3. Calculation questions (20 scores for each question, 60 scores...
-12 13 14 15 16 17 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...
(1) The I-section beam about the strong axis is subjected to static load. The section size...
(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, compressive Shear Face pressure and bending resistance resistance Grade Thickness (mm) Q235B)...
(1) The I-section beam about the strong axis is subjected to static load. The section size...
(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, compressive Shear Face pressure and bending resistance resistance f 20 Thickness (mm)...
(1) The I-section beam about the strong axis is subjected to static load. The section size...
(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) 200 Steel Tensile, compressive Face Shear Thickness and bending pressure Grade resistance (mm) resistance/...
(1) The I-section beam about the strong axis is subjected to static load. The section size...
(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, compressive Shear Face pressure and bending resistance resistanceſ, Thickness Grade (mm) Q235B...
1. A cross section of a RC beam is described in a below figure. Three No....
1. A cross section of a RC beam is described in a below figure. Three No. 29 reinforcing bars are located at the bottom of the section. The area of a #29 reinforcing bar is 645 mm2 while the yield strength of the steel bar is 420 MPa. The tensile strength of concrete is 2.7 MPa, and the compressive strength of concrete is 21 MPa. In addition, n= E/Eis selected as 8. (1) Compute the maximum compressive and tensile stresses...
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 of the steel. B. The average stress of...
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/mm) Steel Tensile,...
-12 13 14 15 16 17 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...
(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, compressive Shear Face pressure and bending resistance resistance Grade Thickness (mm) Q235B)...
(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, compressive Shear Face pressure and bending resistance resistance f 20 Thickness (mm)...
(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) 200 Steel Tensile, compressive Face Shear Thickness and bending pressure Grade resistance (mm) resistance/...
(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, compressive Shear Face pressure and bending resistance resistanceſ, Thickness Grade (mm) Q235B...
1. A cross section of a RC beam is described in a below figure. Three No. 29 reinforcing bars are located at the bottom of the section. The area of a #29 reinforcing bar is 645 mm2 while the yield strength of the steel bar is 420 MPa. The tensile strength of concrete is 2.7 MPa, and the compressive strength of concrete is 21 MPa. In addition, n= E/Eis selected as 8. (1) Compute the maximum compressive and tensile stresses...
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 of the steel. B. The average stress of...
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