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QUESTION 3 FIGURE 1 shows a sectional view of a 140...
The steel beam has the cross-sectional area shown in (Figure 1) Part A Determine the largest...
The steel beam has the cross-sectional area shown in (Figure 1) Part A Determine the largest intensity of the distributed load to that the beam can support so that the maximum bending stress in the beam does not exceed 160 MPa Express your answer to three significant figures and include the appropriate units. Figure 1 of 1 Value Units Submit Request Answer Provide Feedback
please can you solve it as quick as possible. of square cross section is built up by gluing together three strips, each 20 mm x 60 mm in cross section (see figure). The beam has a A l 500 mm. tota...
please can you solve it as quick as possible.
of square cross section is built up by gluing together three strips, each 20 mm x 60 mm in cross section (see figure). The beam has a A l 500 mm. total weight of 5 N and is simply supported with span length L 20 mm 20 mm 60 mm 20 mm 60 mm Considering the weight of the beam (q) calculate the maximum permissible CCW moment M that may be...
(3) A simply supported steel beam, span length 7-7m, span middle without lateral support. The upper...
(3) A simply supported steel beam, span length 7-7m, span middle without lateral support. The upper flange is subject to a concentrated design load at the mid-span (F-150KN), it is the static load. The steel is Q345 steel, f=310N/mm². [=345N/mm2. The selected section and size are shown in the following figure. Check the bending strength, local bearing strength and global stability of the beam. (Full score is 20) y-390x16 GO х -1000X8 31221 Unit: mm -200 X 12 7000 ve...
The simply supported beam carries a uniform load. of 30 kN/m is shown in Figure 3. Due to a certain requi...
The simply supported beam carries a uniform load. of 30 kN/m is shown in Figure 3. Due to a certain requirement, maximum deflection should not be more than 1/360 of the span length. If the allowable bending stress, Ơalkw-168 MPa and allowable shear stress. llo 110 MPa, choose the lightest wide flange beam from Appendix. Given data E-225 GPa, p 7850 kg/m3. Assume A is a pin and B a roller support Rasuk yang dsokong mudah Disebabkan sebuah keperluan tertentu,...
(2) As shown in the figure, check whether the strength, global stability and local stability of...
(2) As shown in the figure, check whether the strength, global stability and local stability of the axial compression member can meet the requirements. The axial load design value N=1500kn, column height is 7m, a lateral support point is set in the x-axis direction of the mid-point of the column height, steel Q235B, F=215N/mm², section without any weakening. (Full score is 20) N y -250x14 OOSE X х 7000 -250x8 3600 Y-250x14 Unit N (3) A simply supported steel beam,...
Question 1 (Total 100/3 Marks) Figure 1 (all units are mm) shows a simply supported beam of span ...
Question 1 (Total 100/3 Marks) Figure 1 (all units are mm) shows a simply supported beam of span 2500 mm with a 5 kN/m load. The cross-section of the beam is a composite section made from two steel plates attached to the top and bottom of a timber section. The top steel plate is 5 mm wide and 20 mm deep. The bottom steel plate is also 5 mm wide but 10 mm deep. The timber section is 50 mm...
Question 3 For the simply supported steel beam with cross section and loading shown (see Figure...
Question 3 For the simply supported steel beam with cross section and loading shown (see Figure 3a), knowing that uniformly distributed load w=60 kN/m, Young modulus E = 200 GPa, and yield stress Cyield=200 MPa (in both tension and compression). ул 15 mm w=60 kN/m ... 1 B A 15 mm + 300 mm IC - i 2.5m 1 1 15 mm 7.5m 1 150 mm Figure 3a (a) Check if: the beam is safe with respect to yielding (using...
A W410 × 60 steel beam (see Appendix B) is simply supported at its ends and carries a concentrate...
A W410 × 60 steel beam (see
Appendix B) is simply supported at its ends and carries a
concentrated load of P = 300 kN at the center of a 6.0-m
span. The W410 × 60 shape will be strengthened by adding two cover
plates of width b = 250 mm and thickness t = 16
mm to its flanges, as shown. Each cover plate is attached to its
flange by pairs of bolts spaced at intervals of s =...
Q2(c) Figure Q1(c) shows a simply supported beam ABCD loaded as shown. The beam is pin-supported...
Q2(c) Figure Q1(c) shows a simply supported beam ABCD loaded as shown. The beam is pin-supported at D, while point B is roller-supported. Determine the support reactions. b) For span BC (2<x< 4) write down the x-dependent equation for moment. x should be measured from cnd A. Plot the shear force diagram and the bending moment diagram for the beam. Show all important values of the diagrams. d) Plot the deflected shape of the beam. c) 50KN 40kN/m 25kNm 20kN/m...
Figure Q3 shows a simply supported beam carrying a point load. The beam hasa rectangular hollow...
Figure Q3 shows a simply supported beam carrying a point load. The beam hasa rectangular hollow steel section as shown in Figure Q3. a. Calculate the second moment of area of the section about the horizontal (10 marks) centroidal axis. Calculate the maximum allowable value of the point load Wif the elastic bending (15 marks) b. stress in the beam is to be limited to 250 MPa. c. Calculate the maximum shear stress at q-q in the beam when the...
The steel beam has the cross-sectional area shown in (Figure 1) Part A Determine the largest intensity of the distributed load to that the beam can support so that the maximum bending stress in the beam does not exceed 160 MPa Express your answer to three significant figures and include the appropriate units. Figure 1 of 1 Value Units Submit Request Answer Provide Feedback
please can you solve it as quick as possible.
of square cross section is built up by gluing together three strips, each 20 mm x 60 mm in cross section (see figure). The beam has a A l 500 mm. total weight of 5 N and is simply supported with span length L 20 mm 20 mm 60 mm 20 mm 60 mm Considering the weight of the beam (q) calculate the maximum permissible CCW moment M that may be...
(3) A simply supported steel beam, span length 7-7m, span middle without lateral support. The upper flange is subject to a concentrated design load at the mid-span (F-150KN), it is the static load. The steel is Q345 steel, f=310N/mm². [=345N/mm2. The selected section and size are shown in the following figure. Check the bending strength, local bearing strength and global stability of the beam. (Full score is 20) y-390x16 GO х -1000X8 31221 Unit: mm -200 X 12 7000 ve...
The simply supported beam carries a uniform load. of 30 kN/m is shown in Figure 3. Due to a certain requirement, maximum deflection should not be more than 1/360 of the span length. If the allowable bending stress, Ơalkw-168 MPa and allowable shear stress. llo 110 MPa, choose the lightest wide flange beam from Appendix. Given data E-225 GPa, p 7850 kg/m3. Assume A is a pin and B a roller support Rasuk yang dsokong mudah Disebabkan sebuah keperluan tertentu,...
(2) As shown in the figure, check whether the strength, global stability and local stability of the axial compression member can meet the requirements. The axial load design value N=1500kn, column height is 7m, a lateral support point is set in the x-axis direction of the mid-point of the column height, steel Q235B, F=215N/mm², section without any weakening. (Full score is 20) N y -250x14 OOSE X х 7000 -250x8 3600 Y-250x14 Unit N (3) A simply supported steel beam,...
Question 1 (Total 100/3 Marks) Figure 1 (all units are mm) shows a simply supported beam of span 2500 mm with a 5 kN/m load. The cross-section of the beam is a composite section made from two steel plates attached to the top and bottom of a timber section. The top steel plate is 5 mm wide and 20 mm deep. The bottom steel plate is also 5 mm wide but 10 mm deep. The timber section is 50 mm...
Question 3 For the simply supported steel beam with cross section and loading shown (see Figure 3a), knowing that uniformly distributed load w=60 kN/m, Young modulus E = 200 GPa, and yield stress Cyield=200 MPa (in both tension and compression). ул 15 mm w=60 kN/m ... 1 B A 15 mm + 300 mm IC - i 2.5m 1 1 15 mm 7.5m 1 150 mm Figure 3a (a) Check if: the beam is safe with respect to yielding (using...
Q2(c) Figure Q1(c) shows a simply supported beam ABCD loaded as shown. The beam is pin-supported at D, while point B is roller-supported. Determine the support reactions. b) For span BC (2<x< 4) write down the x-dependent equation for moment. x should be measured from cnd A. Plot the shear force diagram and the bending moment diagram for the beam. Show all important values of the diagrams. d) Plot the deflected shape of the beam. c) 50KN 40kN/m 25kNm 20kN/m...
Figure Q3 shows a simply supported beam carrying a point load. The beam hasa rectangular hollow steel section as shown in Figure Q3. a. Calculate the second moment of area of the section about the horizontal (10 marks) centroidal axis. Calculate the maximum allowable value of the point load Wif the elastic bending (15 marks) b. stress in the beam is to be limited to 250 MPa. c. Calculate the maximum shear stress at q-q in the beam when the...
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