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Problem 6.64 (Malow). 135 Review The beam shown in the figure below (Figure 1) is made...
pls solve it right this time Segment A of the composite beam is made from 2014-T6...
pls solve it right this time
Segment A of the composite beam is made from 2014-T6 aluminum alloy and segment B is A-36 steel The allowable bending stress for the aluminum and steel are (ơallow)al-15 ksi and (Ơallow),-22 ksi. Suppose that L-14.7 ft. (Figure 1) Part A Determine the maximum allowable intensity w of the uniform distributed load. Express your answer using three significant figures Figure 1 of 1 1.067 kip/ft Submit Incorrect; Try Again; 5 attempts remaining 3 in...
Problem 6.54 The builtl up beam in (Figure 1) is subjected to an internal moment of...
Problem 6.54 The builtl up beam in (Figure 1) is subjected to an internal moment of M-55 kN-m. Part A Determine the maximum tensile stress acing in the beanm Express your answer to three significant figures and include appropriate units. Figure < 1011 150 (-..),- | Value Units 20 Submit Previous Ans Hequest Answer 10 mm 150 mm incorrect; Try Again: 3 attempts remaining 10 mm PartB Determine the maximum compressive stress acting in beam Express your answer to three...
The rigid beam is supported at its ends by two A-36 steel tie rods. (Figure 1)...
The rigid beam is supported at its ends by two A-36 steel tie
rods. (Figure 1) The rods have diameters dAB=0.52 in.dAB=0.52 in.
and dCD=0.34 in.dCD=0.34 in. The allowable stress for the steel is
σallow=15 ksi
Determine the largest intensity of the distributed load ww and
its length xx on the beam so that the beam remains in the
horizontal position when it is loaded.
Express your answers, separated by a comma, to three significant
figures.
<Extra Credit Assignment 20...
Please show steps! Consider the beam shown in (Figure 1). The moment of inertia for each...
Please show steps!
Consider the beam shown in (Figure 1). The moment of inertia for each segment is shown in the figure. Assume the support at B is a roller. Take E = 29(109) ksi . Suppose that M = 36 k. ft. Figure 1 of 1 L. 2) M LA-600 in B Inc - 300 in 18 ft 12 ft Part B Determine the y component of reaction at A. Express your answer using three significant figures. ΟΙ ΑΣΦI...
Item 1 < 1 of 3 > Review Part A The composite beam is made of...
Item 1 < 1 of 3 > Review Part A The composite beam is made of 6061-T6 aluminum (A) and C83400 red brass (B). If the height h= 40 mm, determine the maximum moment that can be applied to the beam if the allowable bending stress for the aluminum is (o allow = 122 MPa and for the brass (allowbr = 33 MPa. (Figure 1) Express your answer with the appropriate units. ? CH HÅR M = 4982.713 O a...
The bar is made from steel and has an allowable stress of Oallow-22.9 ksi Figure 1)...
The bar is made from steel and has an allowable stress of Oallow-22.9 ksi Figure 1) Part A Determine the maximum axial force P that can be applied to the bar Express your answer to three significant figures and include the appropriate units. [2.104 lkip Submit Previous Answers Request Answer Incorrect; Try Again; 3 attempts remaining Figure 1 of 1 > < Return to Assignment Provide Feedback 0.125 in 1.25 in. 1.875 in. , 025 in. 75 in.
Consider the building frame shown in (Figure 1). Suppose that wi = 3 k/ft and W2...
Consider the building frame shown in (Figure 1). Suppose that wi = 3 k/ft and W2 = 6.5 k/ft. Follow the sign convention for the internal loadings. Part A Determine (approximately) the internal moment at joint E caused by member EF. Express your answer using three significant figures. TO ASOT vec ? Mg = 56.25 k. ft Submit Previous Answers Request Answer X Incorrect; Try Again; 5 attempts remaining Part B Figure 1 of 1 Determine (approximately) the internal moment...
A Review The allowable bending stress is allow = 24 ksi and the allowable shear stress...
A Review The allowable bending stress is allow = 24 ksi and the allowable shear stress is Tollow = 14 ksi 8 kip/It 6 ft Part A Select the lightest-weight wide-lange beam with the shortest depth from Appendix B that will safely support the loading shown Part A Select the lightest-weight wide-flange beam with the shortest depth from Appendix B that will safely support the loading shown. W12 X 16 W12 X 22 W12 X 14 W12 X 26 Previous...
n Review The beam is made of material having an allowable tensile and compressive stress of...
n Review The beam is made of material having an allowable tensile and compressive stress of (allow)t = 125 MPa and allow)c = 126 MPa, respectively. (Figure 1) Part A Determine the maximum allowable internal moment Mthat can be applied to the beam. Express your answer to three significant figures and include the appropriate units. Figure (< 1 of 1 > OCH Å Value O O ? Units 300 mm Mmax = 30 mm Submit Request Answer 30 mm 150...
The beam is made of timber that has an allowable bending stress of O allow =...
The beam is made of timber that has an allowable bending stress of O allow = 6.5 MPa and an allowable shear stress of Tallow = 500 kPa. Part A Determine its height if it is to be rectangular and have a height-to-width ratio of 1.22. (Figure 1) Figure < Express your answer with the appropriate units. 1 of 1 ? HA h = Value Units 8 kN/m Submit Previous Answers Request Answer X Incorrect; Try Again; 3 attempts remaining...
pls solve it right this time
Segment A of the composite beam is made from 2014-T6 aluminum alloy and segment B is A-36 steel The allowable bending stress for the aluminum and steel are (ơallow)al-15 ksi and (Ơallow),-22 ksi. Suppose that L-14.7 ft. (Figure 1) Part A Determine the maximum allowable intensity w of the uniform distributed load. Express your answer using three significant figures Figure 1 of 1 1.067 kip/ft Submit Incorrect; Try Again; 5 attempts remaining 3 in...
Problem 6.54 The builtl up beam in (Figure 1) is subjected to an internal moment of M-55 kN-m. Part A Determine the maximum tensile stress acing in the beanm Express your answer to three significant figures and include appropriate units. Figure < 1011 150 (-..),- | Value Units 20 Submit Previous Ans Hequest Answer 10 mm 150 mm incorrect; Try Again: 3 attempts remaining 10 mm PartB Determine the maximum compressive stress acting in beam Express your answer to three...
The rigid beam is supported at its ends by two A-36 steel tie
rods. (Figure 1) The rods have diameters dAB=0.52 in.dAB=0.52 in.
and dCD=0.34 in.dCD=0.34 in. The allowable stress for the steel is
σallow=15 ksi
Determine the largest intensity of the distributed load ww and
its length xx on the beam so that the beam remains in the
horizontal position when it is loaded.
Express your answers, separated by a comma, to three significant
figures.
<Extra Credit Assignment 20...
Please show steps!
Consider the beam shown in (Figure 1). The moment of inertia for each segment is shown in the figure. Assume the support at B is a roller. Take E = 29(109) ksi . Suppose that M = 36 k. ft. Figure 1 of 1 L. 2) M LA-600 in B Inc - 300 in 18 ft 12 ft Part B Determine the y component of reaction at A. Express your answer using three significant figures. ΟΙ ΑΣΦI...
Item 1 < 1 of 3 > Review Part A The composite beam is made of 6061-T6 aluminum (A) and C83400 red brass (B). If the height h= 40 mm, determine the maximum moment that can be applied to the beam if the allowable bending stress for the aluminum is (o allow = 122 MPa and for the brass (allowbr = 33 MPa. (Figure 1) Express your answer with the appropriate units. ? CH HÅR M = 4982.713 O a...
The bar is made from steel and has an allowable stress of Oallow-22.9 ksi Figure 1) Part A Determine the maximum axial force P that can be applied to the bar Express your answer to three significant figures and include the appropriate units. [2.104 lkip Submit Previous Answers Request Answer Incorrect; Try Again; 3 attempts remaining Figure 1 of 1 > < Return to Assignment Provide Feedback 0.125 in 1.25 in. 1.875 in. , 025 in. 75 in.
Consider the building frame shown in (Figure 1). Suppose that wi = 3 k/ft and W2 = 6.5 k/ft. Follow the sign convention for the internal loadings. Part A Determine (approximately) the internal moment at joint E caused by member EF. Express your answer using three significant figures. TO ASOT vec ? Mg = 56.25 k. ft Submit Previous Answers Request Answer X Incorrect; Try Again; 5 attempts remaining Part B Figure 1 of 1 Determine (approximately) the internal moment...
A Review The allowable bending stress is allow = 24 ksi and the allowable shear stress is Tollow = 14 ksi 8 kip/It 6 ft Part A Select the lightest-weight wide-lange beam with the shortest depth from Appendix B that will safely support the loading shown Part A Select the lightest-weight wide-flange beam with the shortest depth from Appendix B that will safely support the loading shown. W12 X 16 W12 X 22 W12 X 14 W12 X 26 Previous...
n Review The beam is made of material having an allowable tensile and compressive stress of (allow)t = 125 MPa and allow)c = 126 MPa, respectively. (Figure 1) Part A Determine the maximum allowable internal moment Mthat can be applied to the beam. Express your answer to three significant figures and include the appropriate units. Figure (< 1 of 1 > OCH Å Value O O ? Units 300 mm Mmax = 30 mm Submit Request Answer 30 mm 150...
The beam is made of timber that has an allowable bending stress of O allow = 6.5 MPa and an allowable shear stress of Tallow = 500 kPa. Part A Determine its height if it is to be rectangular and have a height-to-width ratio of 1.22. (Figure 1) Figure < Express your answer with the appropriate units. 1 of 1 ? HA h = Value Units 8 kN/m Submit Previous Answers Request Answer X Incorrect; Try Again; 3 attempts remaining...
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